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ISSUE UPDATED FEBRUARY 2005

A.B.N. 51 000 770 650
TABLE OF CONTENTS

PAGE

INSTRUCTIONS FOR SAFE USE --------------------------------------------------------------------------- 4 - 5
SUPER LIFT II INSERTS -------------------------------------------------------------------------------------- 6 - 7
SUPER LIFT III INSERTS ------------------------------------------------------------------------------------- 8
WALL BRACE INSERTS --------------------------------------------------------------------------------------- 9
GROUND BRACE INSERTS ---------------------------------------------------------------------------------- 9
INVERTED WALL BRACE INSERTS --------------------------------------------------------------------- 10
COIL BOLTS -------------------------------------------------------------------------------------------------------- 10
COIL LIFTING INSERTS - SINGLE ----------------------------------------------------------------------- 11
COIL LIFTING INSERTS - DOUBLE ---------------------------------------------------------------------- 11
FIXING FERRULES - HEXAGONAL CROSS-HOLE TYPE -------------------------------------- 12
FIXING FERRULE ACCESSORIES - CHAIRS / CAPS / NAILING PLATE ----------------- 12
THREADED REBAR --------------------------------------------------------------------------------------------- 13
BURKE SLOT INSERT ------------------------------------------------------------------------------------------ 14 - 17
PRECAST - BURKE RAPID-LIFT -------------------------------------------------------------------------- 18
PRECAST - 1 TON ERECTION ANCHOR --------------------------------------------------------------- 19
PRECAST - ANCHORS ----------------------------------------------------------------------------------------- 20
PRECAST - SPREAD ANCHOR ----------------------------------------------------------------------------- 21
PRECAST - TWO HOLE ANCHOR ------------------------------------------------------------------------- 22
PRECAST - PLATE ANCHOR -------------------------------------------------------------------------------- 23
PRECAST - FLAT FOOT ANCHOR ------------------------------------------------------------------------ 24
PRECAST - SANDWICH PANEL ERECTION ANCHOR ------------------------------------------- 25
PRECAST - ERECTION ANCHOR 2.5t, 5t, 10t W/SHEAR PLATE ---------------------------- 26 - 27
ERECTION ANCHORS ----------------------------------------------------------------------------------------- 28 - 29
PRECAST - 5t HAIR PIN EDGE LIFT ANCHOR ----------------------------------------------------- 30
BRACES - MEADOW BURKE SUPR BI-POD ---------------------------------------------------------- 31 - 34
BRACES - SUPER / SUPR 17 / MINI-SUPER / BABY ---------------------------------------------- 35 - 36
BRACE GUIDE - TILT-UP WALL PANEL BRACING ----------------------------------------------- 37 - 38
TILT-UP LIFTING PRODUCTS - STRONGBACKS -------------------------------------------------- 39 - 43
SUPER BOLT ------------------------------------------------------------------------------------------------------- 44

ADVANCED BUILDING Unit 2/22 Violet Street, Revesby NSW 2212
PO Box 113, North Revesby NSW 2212
SYSTEMS PTY. LTD. Phone: (02) 9771 1011 Fax: (02) 9792 1414
Email: mjdavis@tiltbilt.com Web: www.tiltbilt.com
2
TABLE OF CONTENTS

PAGE

SUPER LIFT II CLUTCH --------------------------------------------------------------------------------------- 45
SUPER LIFT III CLUTCH ------------------------------------------------------------------------------------- 46
FOR HIRE - SINGLE SWIVEL LIFT PLATE ------------------------------------------------------------ 47
FOR HIRE - DOUBLE ANGLE LIFT PLATE ------------------------------------------------------------ 47
FOR HIRE - TAPER BOLTS ----------------------------------------------------------------------------------- 48
FOR HIRE - ABS/BURKE BAR & MINI BAR ----------------------------------------------------------- 49
PLASTIC ACCESSORIES - SUPER SHIMS -------------------------------------------------------------- 50
PLASTIC ACCESSORIES - MODFIX SHIMS ----------------------------------------------------------- 51
PLASTIC ACCESSORIES - EASY-T CONCRETE CRACK INDUCER ------------------------ 52
PLASTIC ACCESSORIES - PVC CHAMFER STRIP ------------------------------------------------- 53
PLASTIC ACCESSORIES - CHAMFER CUTTERS &
SHEFFIELD CHAMFER CUTTERS ------------------------------------ 53
PLASTIC ACCESSORIES - PLASTIC STICK-ON PATCH ----------------------------------------- 54
CHECK LIST - EQUIPMENT CHECK LIST FOR LIFTING DAY ------------------------------- 55
HAND SPRAYER + SPARE PARTS -------------------------------------------------------------------------- 56
CHAPIN PROFESSIONAL SPRAYER - VITRON ------------------------------------------------------ 56
DRUM RACK -------------------------------------------------------------------------------------------------------- 57
SUPER TILT BOND BREAKER WB ------------------------------------------------------------------------ 58 - 59
CLEAN LIFT 90 BOND BREAKER ------------------------------------------------------------------------- 60
SPARTAN-COTE CURE-SEAL-HARDENER ------------------------------------------------------------ 61
BURKE TITAN HARD -------------------------------------------------------------------------------------------- 62
PROTECTIVE COATINGS - BURKE SHIELD 244 ---------------------------------------------------- 63
SHARASOL TOOL CLEANER AND FORM RELEASE ---------------------------------------------- 64
CONCRETE HANDLING EQUIPMENT - ALLEN RAZORBACK TM AIR DRIVEN -------- 65
CONRETE HANDLING EQUIPMENT - ALLEN RAZORBACK TM ENGINE DRIVEN --- 65
SCREED KING ------------------------------------------------------------------------------------------------------ 66
ANNEXURE A - S.W.L. LIMITS - WALL BRACE INSERTS --------------------------------------- 67
REVISED TRADING TERMS AND CONDITIONS -AS AT NOVEMBER 2004 -------------- 68

3
Falling Panels, Bracing or Hardware
Can Cause Property Damage, Severe Injury or Death.
All instructions and information should be clearly understood by all job site
personnel involved in the construction and erection process prior to
proceeding with construction. If anyone is unclear or has doubts about the
proper use or installation of the products shown, contact Advanced
Building Systems representative or your Design Engineer for clarification.
Failure to do so my result in exposure of workers and other personnel in
the area of the job site to unsafe conditions of hazards, resulting in the
possibility of injury or death.

Warning Do not weld or modify products.
Welding or modifying products may reduce the products load carrying capacity causing unexpected
failure of the product, resulting in possible property damage, injury or death.

Warning Do not substitute products or interchange components from other
manufacturers.
Substituted products may not have the same load carrying capacity or functionality as those
specified. Product components from different manufacturers may not be compatible, causing
product malfunction and/or a reduction in the products load carrying capacity. Either case may result
in an unexpected failure of the product, resulting in possible property damage, injury or death.

Warning Do not use drill-in expansion anchors as lifting inserts or brace
connections unless approved in writing by your Structural
Engineer.
Drill-in expansion anchors do not have the same load resistance characteristics or load carrying
capacities as cast-in inserts. Their improper use may result in a serious accident causing
possible property damage, injury or death.

Warning Do not use damaged or worn products.
Failure to check and replace damaged or worn products may result in product failure causing
property damage, injury or death.

Warning Do not climb on or ride panels during erection.
Riding or climbing on panels can cause severe injury or death.

Warning Do not alter rigging, reinforcing steel or strongbacks.
Altering the rigging can change the applied lift insert loads, panel stresses and overall behaviour of
the panel during erection. Altering or omitting reinforcing steel or strongbacks can cause cracking
or complete panel collapse during erection. Both can lead to property damage,severe injury or death.

Warning Do not deviate from the information shown on the drawings without
notifying Advanced Building Systems Pty. Limited and obtaining
approval from the Design Engineer for the project.

4
WARNING

The MEADOWS BURKE RAPID-LIFT SYSTEM and the MEADOWS
BURKE SUPER-LIFT SYSTEM are concrete lifting systems comprised of
four major components each: a lifting clutch, anchor, void former and
supplementary hardware.
Each of these components has been designed, engineered and manufactured by
MEADOWS BURKE to work together in an integrated lifting system. Users
must observe all instructions in the RAPID-LIFT Systems Manual and the
MEADOWS BURKE on Tilt-Up Manual also AS 3850 is one of the applicable
Australian Standards.

!WARNING!
MEADOWS BURKE LIFTING SYSTEM
COMPONENTS MUST NOT BE USED
WITH COMPONENTS FROM ANOTHER
MANUFACTURER.

5
MEADOW BURKE SUPER LIFT INSERTS

Inserts can also be supplied COMPLIES WITH AS3850
hot-dipped galvanised on request.

4 antennae clearly
signal inserts location

Easy to remove Indicator arrow for
with screwdriver correct alignment

Recess former creates
a perfectly matched
recess for the ring
clutch and eliminates
excessive bearing.

Pin section snaps
securely into the centre Anchor is made of high strength
of the platform low alloy steel. The shape of the
anchor is engineered for
maximum strength.

The four legs on the
large base give stable
support. Plastic feet will Notches on the sides aid in
not be visible on face of wiring the anchor to rebar.
finished wall and will
not cause surface stains. DO NOT WELD ANCHOR
TO REBAR
AVAILABLE IN SIZES:
125MM NOTE: Galvanic action can occur. Designers
150MM should be aware that a galvanic cell can be
175MM created. If galvanised steel and black steel
200MM come in contact with each other.

6
MEADOW BURKE SUPERLIFT INSERTS
SUPER LIFT II
Working Loads in kN in 17 MPa Concrete, 2.5:1 Safety Factor
(This table shows loads based only on the dead load. The dead load should be increased at least 40%
to compensate for initial bond and impact). Additional increases due to unusual live loads or cable
angle magnification may be required for some job conditions. The minimum edge distance required
to obtain the rated loads for face applications is twice the insert depth. For lightweight concrete,
reduce loads by the ratio of the concrete densities.
Nominal Slab Thickness (mm)
Type of Lift 125 140 150 175 200 225 250

Face Tension 32.88 32.88 51.46 54.27 54.27 54.27 54.27
Face Shear 46.09 46.09 54.27 54.27 54.27 54.27 54.27
Note: For Designers and Engineers.
Based on a 5:1 safety factor for reusable lifting devices under AS Code 3850 you should be aware
that our 5t Clutch, when used with inserts above 150mm, that the insert working load limit is
limited by the working load limit of the Clutch.

SUPER LIFT BASE EXTENSION
Engages Super Lift base
very securely

Base

Extension 62.5mm

Easy Clip-off
12mm segments

INSTALLATION Arrow on insert cap MUST point
Insert shall be located as shown towards top or bottom of the panel.
with the arrow on the yellow
void former pointing towards
the top of the panel. Be sure the
insert size is the same as the
panel thickness. Be certain the Place two Y12 x 500mm bars
yellow void former is on insert. DO NOT WELD
completely pushed on to the
insert and the cap tightly closed.
Allow at least 300mm from
centre of insert to nearest ob-
struction above it.

Y12 bar is used solely for
location of the insert not to Vibrate concrete thoroughly
gain its Working Load Limit. around insert.

7
MEADOW BURKE SUPERLIFT INSERTS
SUPER LIFT III

RATING 10t
The BURKE Super-Lift III Tilt-Up Insert
with a maximum lifting capacity of 10t (2:5:1)
factor of safety is capable of safely lifting more
than any other tilt-up insert in the marketplace.
The BURKE Super-Lift III Insert is sold
assembled and ready to use with void-former
and base attached. See Engineering Data Sheet
for working loads in various panel thicknesses.
An oval void requires minimum patching. The
BURKE Super-Lift III Insert also has notches
for rebar tying.

SUPERLIFT III INSERT
WLL Tension
Shear 99.64 kN

WLL Clutch 100 kN

An easy to use BURKE Double Bar is
available for double insert requirements.

8
BRACING INSERTS

WALL BRACE INSERT COMPLIES WITH AS 3850

Specifically designed for use with SUPER BRACES. 125mm
19MM DIAMETER COIL BOLT. 150mm
175mm
High strength, heat treated coil. PVC caps on chair. 200mm
Can also be used as a fixing ferrule for strong backs
and structural fixings/members with greater ease
and flexibility. Rolled thread in insert and matching
Plastic Tip Feet
coil bolt gives quick attachment.
to prevent corrosion
For Working Load Limits on Inserts please refer to Annexure A
at back of catalogue.
PANEL THICKNESS

150mm 175mm 200mm

Initial Safe Initial Safe Initial Safe
Failure Working Failure Working Failure Working
Loads Loads Loads

16433 29.24 24467 43.53 18500 32.92
(lbs) (kN) (lbs) (kN) (lbs) (kN)
The loads shown above are tensile loads at 28 MPa concrete strength.

GROUND BRACE INSERT COMPLIES WITH AS 3850

Designed for maximum stability during concrete pour
and maximum resistance to pull out during bracing.
The insert is positioned by pushing down into sub
strata as far as crank in wire.

Ground brace inserts are the safest method of fixing
braces to the floor slab. If one is accidentally SLAB
omitted, use a SUPERBOLT. (See SUPERBOLT THICKNESS
page in this catalogue for further information).
Where waterproof membrane is used under the slab,
it is recommended that a wall brace insert be used.
Working Load Limit 11.15 kN. Safety Factor (2.5:1) 125mm PUSH IN
150mm GROUND
The loads are based on 102mm slab, 13.8 MPa 175mm
concrete strength.
The loads increase with the square root of the
concrete strength and by the sheared concrete cone
surface as the slab thickness.

Unit 2/22 Violet Street, Revesby 2212
Advanced Building Unit 2/22 Violet Street, Revesby NSW NSW 2212
ADVANCED BUILDING PO Box 113, North Revesby NSW 2212
Bankstown NSW 2200
Systems Pty. Ltd. P.O. Box 546, Phone: (02) 9771 1011 Fax: (02) 9792 1414
SYSTEMS PTY. LTD.
Email: mjdavis@tiltbilt.com Web: www.tiltbilt.com

9
BRACING INSERTS

INVERTED WALL ONE SIZE FITS ALL COMPLIES WITH AS 3850
BRACE INSERT PANEL THICKNESSES.

Designed for use when panels are to be braced externally, or
when panels to be braced internally are cast external face up.

Also used when fixing awnings to the outside (under face) of a
panel.
Working Load Limit (2.5:1) Tension 20.82 kN, Shear 43.23 kN
Loads are based on 21 MPa concrete strength.
The load increases with square root of the concrete strength.

COIL BOLTS TIE-BACK APPLICATION
Coil bolts are made from high strength steel, Continuous Threaded Coil Rod develops the full
maximum tensile strength = 689 MPa for all strength of standard rod when embedded length is
sizes except 3/4 minimum 500 MPa. These 30 times the rod diameter in 13.8 MPa.
have fast acting, self-cleaning coil threads which
fit into the helix coils of coil ties and coil inserts.

Coil Bolts require correspondingly small holes in COIL NUT
forms, are fast to apply, do not bend in removal, Heavy hex-shaped Coil Nuts are available for all
and may be backed out for reuse without sizes of coil rod. One nut will develop the full
removing waler. strength of standard coil rod. TWO NUTS ARE
REQUIRED TO DEVELOP THE FULL
Coil bolts should penetrate two full thread STRENGTH OF HIGH STRENGTH ROD.
lengths beyond the end of the coil in order to
develop full strength. With the addition of a Plate Washer and Hex Nut
or a Coil Nut Washer, it becomes a Coil bolt of
flexible length that easily adjusts to different sizes
of form lumber.

COIL BOLT
Nominal Working Loads Working Loads Min. Coil Threads
Dia. Safe factor = 2.5 Safe factor = 5 Penetration Per cm
Tension Tension
19mm (3/4) 40 kN 20 kN 38mm 1.75
25mm (1) 64.1 kN 32 kN 51mm 1.38
32mm (1-1/4) 96.8 kN 48.4 kN 51mm 1.38
COIL ROD STANDARD ROD HIGH STRENGTH ROD
Nominal Working Loads Working Loads Working Loads Working Loads
Dia. Safety Factor = Safety Factor = Safety Factor = Safety Factor =
2.5 Tension 5 Tension 2.5 Tension 5 Tension
12mm (1/2) 21.3 kN 10.6 kN 32.2 kN 16.1 kN
19mm (3/4) 32.2 kN 16.1 kN 64.0 kN 32.0 kN
25mm (1) 64.0 kN 32.0 kN 133.4 kN 66.7 kN

10
COIL LIFTING INSERTS

Although generally replaced by the Super Lift Insert, the Meadow Burke Coil Insert system is
suitable for lifting panels with exposed aggregate or other specialised surface treatments. The
small hole created by this type of insert facilitates patching of the surface. Coil Lifting Inserts
use 32mm diameter coil bolts.
SINGLE LIFTING INSERT (For use with single swivel lift plate).
Dual lifting inserts connected by a spacing
rod. For use with Double Angle Lift Plate or
strongback. Comes complete with caps and
seepage plugs.

N.B. When using lifting inserts with exposed
aggregate panels, it is recommended that one
size smaller than indicated be used to prevent
corrosion problems and facilitate patching.

AVAILABLE IN SIZES: 125mm
150mm
175mm
DOUBLE LIFTING INSERT (For use with double angle lift plate)
32mm coil insert is large enough to provide
a safe lift, yet small enough to facilitate
patching of the surface.

Although replaced by the Superlift anchor,
this insert is still used as a lifting anchor on
some exposed aggregate panels.

AVAILABLE IN SIZES: 125mm
150mm
175mm

Working Loads in kN in 17 MPa Concrete, 2.5:1 Safety Factor
(This table shows loads based only on the dead load. The dead load should be increased at least 40%
to compensate for initial bond and impact). Additional increases due to unusual live loads distance
required to obtain the rated loads for face applications is twice the insert depth. For lightweight
concrete, reduce loads by the ratio of the concrete densities.

Type of Lift Nominal Slab Thickness in mm.
125 150 175 200
SINGLE LIFT INSERT
Tension 37.01 40.78 44.48 46.98
Shear 49.32 56.94 56.94 56.94
DOUBLE LIFT INSERT
Tension 64.77 79.00 88.97 90.03
Shear 83.34 97.15 106.05 113.168

11
FIXING FERRULES

HEXAGONAL CROSS-HOLE TYPE
Used as a fixing insert for the panel connection to roof
Test results available. framing, floor slab and other structural members.

Manufactured from S1214 free cutting steel
(460 MPa), and finished with hot dip
galvanising to AS1214-1983.
Cross bars are manufactured from round mild
steel (250 MPA), and supplied in 300mm
lengths.

Available with screw cap,
feeler cap or nailing plate.
Working load in kN in
32 MPa concrete for
A B C D E F Pullout with crossbar
Safety Factor 2.33:1
12.0 65 20 8.0 8.0 44 17.1
16.0 75 24 10.0 11.0 44 22.2
20.0 100 28 12.0 12.7 50 40.4 Stainless steel grades
24.0 100 32 12.0 12.7 50 41.7 303 and 316 also
30.0 100 42 16.0 16.0 60 46.0 available on request.

FERRULE ACCESSORIES

FERRULE CHAIR CAPS NAILING PLATE

Feeler Cap Push Cap Screw Cap

12
THREADED REBAR

THREADED REBAR (For use with fixing ferrule)

Manufactured from plain 1.5 dia
grade 250R and deformed
grade 400Y bars are
required. Can be supplied
without thread for use in
dowelled joints in slabs and
walls. Lengths, shapes and
sizes as requested.

Threaded rebar and dowel bars can also be supplied hot-dipped galvanised, on request.

13
BURKE SLOT INSERT

14
BURKE SLOT INSERT

Patent Pending

STRAP MODEL 19mm N.C. NUT 19mm COIL NUT

Insert Depth Finish Weight Insert Depth Finish Weight Insert Depth Finish Weight
Model Model Model

2M-STR 51mm MILL .69 kg 2M-NC 51mm MILL .73 kg 2M-CL 51mm MILL .73kg
2G-STR 51mm GALV .68 kg 2G-NC 51mm GALV .77 kg 2G-CL 51mm GALV .77 kg
3M-STR 76mm MILL .95 kg 3M-NC 76mm MILL 1.04 kg 3M-CL 76mm MILL 1.04 kg
3G-STR 76mm GALV 1.0 kg 3G-NC 76mm GALV 1.09 kg 3G-CL 76mm GALV 1.09 kg
4M-STR 102mm MILL 1.27kg 4M-NC 102mm MILL 1.41 kg 4M-CL 102mm MILL 1.41 kg
4G-STR 102mm GALV 1.32 kg 4G-NC 102mm GALV 1.45 kg 4G-GL 102mm GALV 1.45 kg

T-STRAPS THREADED STRAPS

ITEM LENGTH WIDTH THICKNESS WEIGHT ITEM LENGTH WIDTH THICKNESS WEIGHT

79606 (G) 152 mm 51 mm 9.5 mm .73 kg 79706 (G) 152 mm 51 mm 9.5 mm .64 kg
79608 (G) 203 mm 51 mm 9.5 mm .91 kg 79708 (G) 203 mm 51 mm 9.5 mm .82 kg
79610 (G) 254 mm 51 mm 9.5 mm 1.04 kg 79710 (G) 254 mm 51 mm 9.5 mm 1.04 kg
79612 (G) 305 mm 51 mm 9.5 mm 1.27 kg 79712 (G) 305 mm 51 mm 9.5 mm 1.22 kg

Economical Solution A Jam Nut is supplied to accommodate
the Push-Pull movement of wind
Weldable grade of steel. loads.

Notch in strap assures positive connection to insert. A Threaded Strap can be rotated to any
angle.
Tee Head allows adjustment for erection tolerances.
Allow secure placement into insert prior
to final placement of the panel.

Patent Pending

ANCHOR TYPE OF ULTIMATE LOADS IN kN
POSITION FORCE 51MM DEPTH 76MM DEPTH 102MM DEPTH

FIELD TENSION 59.6 kN 69.2 kN 85.5 kN

FIELD SHEAR 80.8 kN 89.0 kN 89.0 kN

SIDE TENSION 37.5 kN 59.9 kN 67.9 kN

SIDE SHEAR 40.4 kN 46.7 kN 46.7 kN

CORNER TENSION 35.4 kN 61.3 kN 79.8 kN

CORNER SHEAR 40.0 kN 44.2 kN 50.4 kN

END TENSION 18.7 kN 45.9 kN 62.3 kN

END SHEAR 68.7 kN 73.2 kN 80.1 kN

1. Loads are based on full embedment in
concrete with a minimum compressive
strength of 34A N/mm2.

2. Reinforcement as shown is required to
achieve the corner location only.
Reinforcement is not required to achieve the
other indicated loads.

3. Insert design gives full load capacities over
the length of the slot.

16
BURKE SLOT INSERT

Patent Pending

Designed for the Precaster

12.7mm

DIMENSIONS FOR BURKE SLOT INSERTS
MODEL A B C D E F

2X-XX 51mm 165mm 54mm 16mm 25mm 114mm
3X-XX 76mm 165mm 54mm 16mm 25mm 114mm
4X-XX 102mm 165mm 54mm 16mm 25mm 114mm
n Nut or strap type slot inserts provide erection tolerance.
n High pull-out capacity (up to 89 kN).
n Sealed nut box prevents leakage.
n Perforated top quickly exposes slot for connection.
n Available in hot dip galvanised (ASTM A123/A153) or mill finish.

17
STOP SPALLING around your lifting inserts

PRE-CAST
BURKE RAPID-LIFT Versatile, Economical
Repeated lifting and moving of pre- Lifting Units are free to rotate 360° under load, saving man hours and
cast units calls for versatility in a crane time at the plant and on the site.
lifting system. Burke Rapid-Lift is Burke Rapid-Lift System eliminates all labour costs associated with
Burkes no hang-up system for all the cutting, weaving and burning-off of protruding lifting strand.
types of structural and architectural Low cost anchors are suitable for a variety of lifts.
pre-cast members including thin Even oblique pulls are possible in any direction with no time wasted
slabs. Combining economy with fitting up shims or repositioning shackles and slings.
fast, smooth and safe handling,
Burke Rapid-Lift is ideal for beams,
piles, tees, wall and hollow core
panels - virtually every type of
precast element.
The Systems Three Major
Components
Lifting Units have a built-in safety
feature that only allows coupling of
anchors of the same capacity. Note:
Lifting Units are identical to tilt-up
lifting clutches.
Recessing Members secure the
anchors in place and form a void for
the lifting unit. They are available
in oil resistant plastic, throw-away
plastic, 4-hole plastic for medium
re-use, iron for greater use.
Anchors fabricated from high
quality steel are available in four
load capacities - 1.25, 2.5, 5 & 8
tonnes - which come in several
configurations to accommodate 1.25t BURKE RAPID-LIFT SYSTEM
virtually every type of pre-cast unit. Because the needs of architectural pre-casters differ from manufacturers
of structural panels, Burke has developed a special 1.25 tonne Burke
Quick, Safe
Rapid-Lift Package.
Ring clutches connect and
disconnect quickly but cannot be
Incorporating all the features of the standard Burke Rapid-Lift line, the
accidentally disengaged.
1.25 tonne system is designed especially for thin walled panels. Lifting
Anchors and lifting units of
Unit, galvanised Anchor, Recess Member, Shear and Tension Bars are all
different capacities are not
reduced in size to fit architectural applications.
interchangeable to prevent
coupling of incompatible units.
Of Course, none of the components in the 1.25 tonne System will mate
Burke Rapid-Lift System with those of higher rated capacities.
Pre-cast Manual
For more information on Burkes pre- The most significant feature of this product is the single ear at the center
cast product line and engineering of the 1.25 tonne Erection Anchor. This ear keeps the ring clutch from
service, please ask your Advanced spalling the concrete.
Building Systems representative for a
Burke Rapid-Lift System Pre-cast Accessories include a Two-Hole Plastic Recess Member instead of the
Manual. standard Four-Hole and galvanised Shear and Tension Bars.

1 TONNE ERECTION ANCHOR
1. The 2.5:1 safety factor is used with tilt-up, the
load shown is dead load. The dead load should be
increased by 40% to compensate for initial bond
and impact. Additional increases due to unusual
live loads or cable magnification may be required
for some applications. To obtain the shear values
shown, it is necessary to use the Burke Shear Bar
or equivalent.

2. The 4:1 safety factor is used in precast work and
normally requires no increases.

3. Given full embedment, reinforcement, and
minimum compressive strength of 17.2 MPa
(2500 psi). Erection Anchors should achieve a
pullout strength equal to their ultimate
Mechanical Strength if reinforced with the shear
and tension bar.

Rated Loads for Panel Rotation and Edge Lifts in Tension.

Ring Clutch Minimum 2.5:1 Safety 1 4:1 Safety 2 4:1 Safety 3
Load Panel 1 Factor Factor Factor
Thickness Shear Tension Tension
(mm)
1.25 tonne 76.2 4.35 (kN) 6.67 (kN) 8.90 (kN)

This table shows loads based on the dead load only at 17.2 MPa (2500 psi) concrete strength.

19
PRE-CAST

ANCHORS
The four standard Burke Rapid-Lift anchors together with the Hairpin Anchor are designed to handle
nearly every pre-cast panel currently in production. Regardless of use, each size anchor - 1.2 5, 2.5, 5
and 10 tonne - is matched to an equivalent size lifting device. The feature makes Burke Rapid-lift
anchors as safe to use as they are easy to install. Your Advanced Building Systems representative will
help select the best anchor for your particular application.
SPREAD ANCHOR
The most versatile anchor in the Burke Rapid-Lift
line, the Spread Anchor can be used for stripping and
erecting and in tension and in shear loads (except
edge shear in thin panels). Its spread feet design
produces high pull-out strength and allows for back
stripping of panels as well as rotation from horizontal
to vertical.
TWO-HOLE ANCHOR
The bottom hole in this anchor is located well
beneath the concrete line. Thread this hole with a Spread Anchor
tension bar, as specified in the Pre-cast Manual, to
achieve a pull-out load equal to the ultimate
mechanical load. This allows lifting of very thin wall
panels that must be handled at low compressive
strengths, as well as panels made of lightweight Erection Head
concrete. Often used for high tension loads which Two-Hole Anchor
cannot be resisted with spread anchors.
PLATE ANCHOR
The low profile and wide, flat base of the Plate
Anchor make it ideal for face and brick lifts of thin-
walled units. The horizontal plate welded to the
bottom gives the anchor high pull-out strength in
stripping, handling and erection applications.
FLAT FOOT ANCHOR
The Flat Foot Anchor is perfect for back-stripping
and for lifting thin-walled units. Slightly less
expensive than the Plate Anchor, this unit permits
Two-Hole Anchor Flat Foot Anchor
lifting of all but the thinnest panels.
ANCHORS FOR SPECIAL APPLICATIONS
By delivering even load distribution to both wythes of
a sandwich panel, the Sandwich Panel Erection
Anchor eliminates the need for special lifting devices.
This anchor absorbs shear load without
spalling the concrete. Sandwich Panel
Combining the reinforcing capabilities of the Two- Plate Anchor
Hole Anchor with the spall-free performance of the
Erection Anchor, The Erection Head Two-Hole
Anchor is ideal for lifting from an A frame or tilt
table or whenever the lift is not straight up. Designed
solely for hollow core wall panels, the ingenious
Hollow Panel Anchor installs without bolts or
hardware for fast, safe lifts. Hollow Panel Anchor

SPREAD ANCHOR
The minimum cover below the feet of the anchor
should be at least 20mm (3/4).

In those situations where the anchor must be placed
near the edge (Anchor to Edge distance less than
Min. Anchor-Edge Distance), the load capacity of the
anchor will be reduced. Consult Advanced Building
Systems in those situations.

For installations, see Section Erection Anchor on
recessing member.

The 2.5:1 safety factor is used in tilt-up work. The
loads are based on the dead load. The dead load
should be increased at least 40% to compensate for
initial bond and impact. Additional increases due to
unusual live loads or cable angle magnification may
be required for some job conditions.

The 4:1 safety factor is used in precast work and
normally requires no increases except for cable
magnification.

NOTE: For Designers and Engineers
Based on a 5:1 safety factor for reusable lifting
devices under AS Code 3850 You should be aware
that our 2.5t and 10t Clutch when used with Spread
Anchors, that the insert working load limit is limited
by the working load limit of the Clutch.

Ring Clutch Min. Anchor - Edge Working 1 Load Working 2 load
Load Range Distance (mm) (kN) 2.5:1 (kN) 4:1

2.5 tonne 137 14.24 8.90
156 28.46 17.79
118 28.46 17.79

5 tonne 178 54.27 35.58
261 54.27 35.58

10 tonne 310 113.87 71.17

Working loads are based on concrete compressive strength = 17.2 MPa (2500 psi).

21
PRE-CAST

TWO HOLE ANCHOR
1. 2.5:1 Safety factor is used for tilt-up work. The loads
shown based only on dead load which should be
increased by 40% to compensate for initial bond and
impact. Additional increases due to unusual live loads on
cable angle magnification may be required for some job
conditions.

2. 4:1 Safety factor is used in precast work and normally
requires no increases in dead load except for cable
magnifications.

NOTE: For Designers and Engineers
Based on a 5:1 safety factor for reusable lifting devices under
AS Code 3850 you should be aware that our 2.5t and 10t
Clutch,when used with Two Hole Anchors, that the insert
working load limit is limited by the working load limit of the
Clutch.

RING CLUTCH Working Load 1 Working Load 2
LOAD RANGE 2.5:1 4:1

2.5 tonne 28.47 kN 17.79

5 tonne 54.27 kN 35.58

10 tonne 113.87 kN 71.17

*Note: Given full embedment, reinforcement, and a minimum compressive strength of
10.34 MPa (1500 psi), Two Hole Anchor should achieve above Working Loads.
Minimum Reinforcing Length (R)
Needed to Develop the Nominal strength of Anchor.

Load Group Rebar 2.5 tonne 5 tonne 10 tonne
Size R10 Y12 Y20
10.34 MPa* (1500 psi) 0.91 m 1.22 m 1.83 m

13.79 MPa* (2000 psi) 0.84 m 1.07 m 1.68 m

20.69 MPa* (3000 psi) 0.76 m 0.91 m 1.37 m

* Concrete strength at time of lift.

22
PRE-CAST

PLATE ANCHOR
1. 2.5:1 safety factor is used for tilt-up work. (This table shows loads based only on the dead load.
The dead load should be increased at least 40% to compensate for initial bond and impact).
Additional increases due to unusual live loads or cable angle magnification may be required for
some job conditions. The minimum edge distance required to obtain the rated loads for face
applications is twice the insert depth. For lightweight concrete, reduce loads by the ratio of the
concrete densities.

2. 4:1 safety factor is used in precast work and normally requires no increase except for cable
magnification.
NOTE: For Designers and Engineers
Based on a 5:1 safety factor for reusable lifting devices under AS Code 3850, you should be aware
that our 2.5t Clutch, when used with Plate Anchors, that the insert working load limit is limited by
the working load limit of the Clutch.

Ring Clutch Allowable 1 Allowable 1 Allowable 2 Allowable 2
Load Range unreinforced reinforced unreinforced reinforced
Tension Load Tension Load Tension Load Tension Load
Safety Factor Safety Factor Safety Factor Safety Factor
2.5:1* 2.5:1** 4:1* 4:1**

2.5 tonne 5.69 kN 28.47 kN 3.56 kN 17.79 kN

5 tonne 18.50 kN 54.27 kN 11.56 kN 35.58 kN

* Values are for tension in 17.2 MPa (2500 psi) standard weight concrete with minimum Edge
distance of 73mm for 2 tonne Plate Anchor, or minimum Edge distance of 130mm for 4 tonne Plate
Anchor.

** Values are for tension in 20.69 MPa (3000psi) standard weight concrete with a minimum edge
distance of 254mm (10), using Y12(#4) rebar cut to length of 458mm (18) as described.

Reinforcement

23
PRE-CAST

FLAT FOOT ANCHOR
2.5:1 safety factor is used with tilt-up work, the loads shown are based on dead load, which should
be increased by 40% to compensate for initial bond and impact. Additional increases due to unusual
live loads on cable angle magnification may be required for some job conditions.

4:1 safety factor is used with precast work and requires no increase except for cable magnification.

NOTE: For Designers and Engineers
Based on a 5:1 safety factor for reusable lifting devices under AS Code 3850, you should be aware
that our 2.5T Clutch, when used with Flat Foot Anchors, that the insert working load limit is limited
by the working load limit of the Clutch.

WITHOUT REINFORCEMENT
Ring Clutch Height Allowable Allowable Min. Edge
Load Range Tension Load Tension Load Distance
S.F. 2.5:1 S.F. 4:1
2.5 Ton 2-3/4 7.97 kN 4.98 kN 86
2.5 Ton 3-3/8 11.39 kN 7.12 kN 102
5 Ton 3-3/4 14.23 kN 8.90 kN 115
10 Ton 6-1/4 39.30 kN 24.56 kN 190

1. NOTE: Values are for tension in 17.2 MPa (2500 psi), standard weight concrete, with
minimum edge distanced shown above. Consult A.B.S. for other edge distance or
concrete strength.
WITH REINFORCEMENT
Ring Clutch Load Height Allowable Tension Allowable Tension
Range Load Safety Factor Load Safety Factor
2.5:1 4:1
2.5 Ton 2-3/4 28.47 kN 17.79 kN
2.5 Ton 3-3/8 28.47 kN 7.79 kN
5 Ton 3-3/4 42.71 kN 26.69 kN
10 Ton 6-1/4 33.37 kN 53.39 kN

2. NOTE: Values are for tension in 20.68 MPa (3000 psi) standard weight concrete with
a minimum edge distance of 254mm (10) using Y12 rebar cut to length of 458mm (18).

Reinforcement

24
PRE-CAST

SANDWICH PANEL ERECTION ANCHOR
1. The 2.5:1 safety factor is used with tilt-up work. The loads shown are dead load which
should be increased by 40% to compensate for initial bond and impact. Additional increases
due to unusual live loads or cable magnification may be required for some applications.

2. The 4:1 safety factory is used with precast work and normally requires no increases except for
cable magnification.

3. Given full embedment, reinforcement, and a minimum compressive strength of 22.75 MPa
(3300 psi), the 4 Ton Sandwich Panel Erection Anchors should achieve a pullout strength
equal to their ultimate Mechanical strength if reinforced with (2 # 3Ø x 2-6) 2 R10 x
762mm long bent as shown in section 2.6 of the Rapid-Lift Manual.

4. Given full embedment, reinforcement, and a minimum compressive strength 31.02 MPa (4500
psi), the 8 Ton Sandwich Panel Erection Anchor should achieve a pullout strength equal to
their ultimate Mechanical strength if reinforced with 2 R16 x 1067mm long bent as shown in
section 2.6 of the Rapid-Lift Manual.
3:2:3 (22.75 MPa Concrete)

Shear-Parallel Tension 2 Shear-perpendicular 1
// to thickness 1 to thickness 2
5 Ton 24.47 kN 35.58 kN 3 35.58 kN

10 Ton 21.28 kN 71.17 kN 4 41.81 kN

4:2:2 (31 MPa Concrete)
Shear-Parallel Tension 2 Shear-perpendicular 1
// to thickness 1 to thickness 2
5 Ton 23.43 kN 35.58 kN 3 35.58 kN

10 Ton 24.61 kN 71.17 kN 4 46.70 kN

25
PRECAST

ERECTION ANCHOR 2.5t, 5t, 10t
w/SHEAR PLATE
The Erection Anchor with Shear
Plate is specifically designed for
horizontal to vertical edge pulls and the
shear rotation of thin-walled units. Two
steel protusions or ears on the head of
the anchor provide added protection against
spalling. These protrusions hug either side of
the ring clutch, restricting its rotation during
lateral pulls. As a result, lateral forces are transmitted directly to
the edges of the anchor instead of the concrete. The shear plate of
this Erection Anchor is positioned to resist shear loads for spall-
free rotation. No shear reinforcement is required.

Reinforcement

The stress caused by the shear lift of a thin panel is resisted by the shear plate.

While the panel is being rotated on its edge, the load can usually be factored by 0.5. During this phase
of the lift, the anchors are not bearing the full weight of the panel. The rated loads and minimum
panel thicknesses can be found in the accompanying table.

During rotation, it is recommended that the sling angle be perpendicular to the surface.

Once the panel has been rotated to vertical, the tension lift is initiated. During the tension phase of the
lift, the Erection Anchor with Shear Plate will work like the Spread Anchor or the Two Hole Anchor.
A glance at the accompanying table will show that there are two sets of data. If the higher loads are
desired, additional reinforcement should be placed through the lower hole of the anchor. Consult the
reinforcement charts for rebar length, diameter, and bend angle.

Ring A** B** C** D** Weight Min.
Clutch Per Panel n Erection Anchors with Shear Plate
System mm mm mm mm Piece Thickness eliminate the need for shear bars,
making them easier to install.
2.5T 63.5 19 76.2 6.4 .96kg 88.9mm
n Erection Anchors with Shear Plate can
5T 63.5 31.8 76.2 9.5 2.24kg 101.6mm be placed in thinner panels than the
erection Anchors with Shear Bars.
10T 76.2 41.3 88.9 9.5 3.76kg 178mm
n No special ring clutch or recessing
10T 76.2 41.3 88.9 9.5 4.69kg 178mm members required.

** See standard Erection Anchor for all other dimensions.
NOTE: Erection Anchor with double shear plates available special order.

26
PRECAST

ERECTION ANCHOR
w/SHEAR PLATE 2.5t, 5t, 10t
Ring Panel SHEAR SHEAR TENSION TENSION
Clutch Thickness Safety Factor 1 Safety Factor 2 w/oTension Bar w/Tension Bar
in mm 2.66:1 4:1 Safety Factor 2,3 Safety Factor 2,3
4:1 4:1

2.5t 89 min 9.6 kN 6.4 kN 11.7 kN 17.8 kN

2.5t 102 13.0 kN 8.7 kN 14.2 kN 17.8 kN
2.5t 114 13.5 kN 9.0 kN 15.8 kN 17.8 kN

2.5t 127 14.0 kN 9.3 kN 17.3 kN 17.8 kN

5t 102 min 12.0 kN 8.0 kN 15.1 kN 35.6 kN

5t 114 16.5 kN 11.0 kN 17.2 kN 35.6 kN

5t 127 17.8 kN 11.8 kN 21.0 kN 35.6 kN

5t 140 18.5 kN 12.3 kN 22.1 kN 35.6 kN

5t 152 19.1 kN 12.7 kN 23.0 kN 35.6 kN

10t 178 min 26.8 kN 17.8 kN 31.6 kN 53.4 kN

10t 190 26.8 kN 17.8 kN 32.1 kN 53.4 kN

10t 203 26.8 kN 17.8 kN 34.2 kN 53.4 kN
10t 178min 26.8 kN 17.8 kN 31.6 kN 71.2 kN

10t 190 26.8 kN 17.8 kN 32.1 kN 71.2 kN

10t 203 26.8 kN 17.8 kN 34.2 kN 71.2 kN

(shear bar not required) USE THESE VALUES USE THESE VALUES IF PANEL IS LIFTED FREE OF
IF PANEL IS TILT-UP GROUND AND ANCHORS ARE STILL IN SHEAR.

*This anchor uses the10 tonne recessing member and ring clutch (shear bar not required).
1
2.66:1 safety factor which is commonly used when stripping, increased 33% to compensate for initial bond and impact.
Additional increases due to unusual live loads or cable magnification may be required for some applications. To obtain
the shear values shown, it is not necessary to use the Burke Shear Bar when using the Erection Anchor with Shear Plate.
2
The 4:1 safety factor is used with precast work and normally requires no increases except for cable magnification.
3
Given full embedment and reinforcement, and a minimum compressive strength of 3,500 psi, Erection Anchors should
achieve a pullout strength equal to their Ultimate Mechanical Strength if reinforced like Two-Hole Anchors. See the
standard Erection Anchor tension reinforcement chart.
Unit 2/22 Violet Street, Revesby NSW 2212
ADVANCED BUILDING PO Box 113, North Revesby NSW 2212
SYSTEMS PTY. LTD. Phone: (02) 9771 1011 Fax: (02) 9792 1414
Email: mjdavis@tiltbilt.com Web: www.tiltbilt.com

27
ERECTION ANCHORS

ERECTION ANCHOR COMPLIES WITH AS 3850
The erection anchor is specially Anchor can also be supplied
designed for horizontal to vertical hot-dipped galvanised on request
edge pulls and the shear rotation of
thin-walled units. Two steel
protrusions on the head provide
added protection against spalling.
These protrusions hug the two
sides of the ring clutch to give
added support when pulled
laterally. Notches on the sides of
the anchor accept reinforcement for
Available Length Superlift
spall-free panel rotation.
in Sizes Clutch
Additional tension bar can be
placed through the centre holes to 2.5t 208mm 2.5 tonne
achieve the nominated rated load in 5t 267mm 5 tonne
tension. 10t 325mm 10 tonne
RECESSING MEMBER
Nailing
The recessing member holds the anchor firmly in
Plate Reusable PVC recess former
place during casting and creates a void in the
concrete into which the ring clutch head will fit.
Available in REUSABLE or SINGLE USE grades.
DIMENSIONS
Reusable Length Width Depth
2.5t Orange 104mm 43mm 45mm
5t Black 126mm 49mm 59mm
10t Green 188mm 67mm 85mm Not to scale
Disposable Yellow
REINFORCEMENT Additional A.B.S. Shear Bar where
Shear Bar panel may be lifted from opposite side.
The Shear Bar provides simple and
economical reinforcement for the erection
anchor during the rotation phase of edge lifts.
The loop of the shear bar fits over the erection
anchor and spreads the shear stress over a
wide area. It is stronger, less expensive and
easier to use than fabricated rebar.
Tension Bar
The tension bar is fitted through the hole in
the erection anchor when a Factor of Safety
exceeding 2.5:1 is required. The tension bar
will provide extra tension capacity for edge
tension lifts up to the full tension capacity of
the anchor
ADVANCED BUILDING Unit 2/22 Violet Street, Revesby NSW 2212
PO Box 113, North Revesby NSW 2212
SYSTEMS PTY. LTD. Phone: (02) 9771 1011 Fax: (02) 9792 1414
Email: mjdavis@tiltbilt.com Web: www.tiltbilt.com

28
ERECTION ANCHORS

Working Loads in kN, without tension bar, in 17 MPa Concrete 2.5:1 Safety Factor for Tilt-Up.
(This table shows loads based only on the dead load. The dead load should be increased at least 40%
to compensate for initial bond and impact). Additional increased due to unusual live loads or cable
angle magnification may be required for some job conditions. The minimum edge distance required
to obtain the rated loads for face applications is twice the insert depth. For lightweight concrete,
reduce loads by the ratio of the concrete densities.
Type of Lift Nominal Slab Thickness in mm.
125 140 150 175 200 225 250
2.5t Edge
Tension 23.54 25.66 26.38 28.46 28.46 28.46 28.46
2.5t Edge
Shear 12.67 13.88 15.16 17.26 19.07 20.57 21.95
5t Edge
Tension 29.89 29.89 35.58 35.58 35.58 35.58
5t Edge
Shear 16.18 17.79 19.07 20.58 21.95 23.20
10t Edge
Tension 44.13 45.19 45.19
10t Edge
Shear 24.13 24.72 25.8
NOTE: For Designers and Engineers
Based on a 5:1 safety factor for reusable lifting devices under AS Code 3850, you should be aware that
our 2.5t and 10t Clutch ,when used with Erection Anchors, that the insert working load limit is limited
by the working load limit of the Clutch.
Shear values are based on using Erection Anchor Shear Bars as shown.
Working Loads with tension bar.

ANCHOR/ Minimum Slab Minimum Edge Working Loads With Minimum Tension Bar Dimensions
TYPE OF Thickness Distance Tension Bar in 17MPa Needed to Develop Full Tension
LIFT T A Concrete Capacity of Anchor.
2.5:1 Safety Factor
(Note 1) DIAMETER LENGHT
2.5T Tension 102mm 200mm 28.46 R10mm 850mm
5T Tension 140mm 300mm 54.27 Y12mm 1050mm
10T Tension 203mm 400mm 113.86 Y20mm 1700mm

Note 1: Safety factor for Tilt-up to comply with Tilt-Up Construction - AS 3850
Note 2: Safety factor for precast to comply with AS 3850.3

29
PRE-CAST

5T HAIR PIN EDGE LIFT ANCHOR A
The Hairpin Anchor has gained wide popularity since it has been
designed to allow the use of centrally located steel mesh.

Advanced Building Systems P/L supplies with these anchors either:-

1. A Disposable Plastic Void Former.
2. A reusable Rubber Void Former with or without a Nailing Plate.

Shear Bars must be used when edge lifting from the horizontal.

It comes galvanised.
B
SHEAR LOADS
5t Hairpin Anchor Ultimate Load Ultimate Load
(kN) (Kg)
25MPa 17.9 1825 C
40MPa 31.7 3230
Safety Factor 2.5.1 tests by a Certified Testing Laboratory verify a
D
Working Load Limit of 5 tonne.
E
TENSION LOADS
Ensure heavy mesh reinforcement and perimeter bars are used
A = 65mm
to gain WLL of 5T for tension lift in 150mm thick panels.
B = 250mm
C = 16mm
D = 37mm
PLASTIC DISPOSABLE RECESSING MEMBER E = 70mm

Made of high density polyethylene, the recessing
member holds the Rapid-Lift Anchor in place during
casting and creates a narrow, semicircular recess in
the concrete for the ring clutch. The disposable
recessing member is available in two and four ton sizes.

Installation:
1. Nail plastic holding plate to wood bulkhead.
2. Place recessing member on anchor.
3. Slide recessing member & anchor over holding plate.
4. Nail recessing member to bulkhead.

Description H I J K P Q

2-Ton 50.8mm 38.1mm 84.08mm 9.52mm 38.1mm 8mm

5-Ton 63.5mm 57.15mm 109.5mm 15.88mm 50.8mm 127mm

30
BRACES
MEADOW BURKE SUPER BI-POD

STOP PRESS
New Unsupported Braces available June 05
n 13.00 metres
n 15.85 metres

W.W.L. 32kN ON BI-POD USING 2 SUPER BRACES

31
BRACES
MEADOW BURKE SUPER BI-POD

n ADD THE SUPER BI-POD KIT TO A BURKE SUPER BRACE - Create a
Brace that will support tall panels up to 19.8 metres high with 4893kg ultimate
capacity. A Burke Super 6.7 Brace may be combined with another Super 6.7
Brace (fig. 1). Extension (fig. 2) to make a Bi-Pod Brace.

n SUPER BI-POD SOLVES KNEE BRACE AND CROSS LACING
PROBLEMS -

n Bi-Pod adjusts to plumb panel.
n Bi-Pod requires less labour.
n Bi-Pod reduces floor clutter.
n Bi-Pod does not require a ladder to attach bracing.

n EASY TO HANDLE - Two part design breaks down to permit handling by only
two people.

n EASY TO INSTALL - All components can be raised with the wall panel and
rotated into position.

n EASY TO ADJUST - Doka Screw and Center Swivel combine to permit easy
adjustment.

Brace Panel Ultimate Total
Super Bi-Pod Assembly Length Height Range Strength (kg) Weight

Super 6.7 + Super 6.7 w/Sleeve 13 metres 9.45m to 19.8m 4893kg 163kg

32
BRACES
MEADOW BURKE SUPER BI-POD

(E)
4. On the Floor End Brace (A) install the Centre Swivel (E) into (K)
Brace (A). Do this by inserting the Swivel into the Pipe and
installing the two Set Screws (K) with an Allen Wrench.
Note: Set Screws must be screwed in as far as possible.

(K)

(A)

Floor End

Panel End

5. First, slip the Sleeve (M) over the Centre Swivel onto Brace (A)
that attaches to the Floor, align the Bi-Pod Leg Assembly (B)
with the lower Sleeve hole and insert the Bolt and Nylock Nut (N).
Second, slip the Sleeve (M) onto Extension (C) that
(N)
attaches to the Panel and insert the Bolt and
(C)
Nylock Nut (N).

(M) Panel End

Floor End
(A)
(B)

6. The assembly is now complete and
should look like this.

Parts not needed for this application

Floor End

33
BRACES
MEADOW BURKE SUPER BI-POD

BI-POD BRACE INSTALLATION

1. Follow Bi-Pod Brace Assembly instructions for your style
of Bi-Pod, leaving the Upper brace or Extension out of the
center sleeve so the brace is in two pieces. To assist in
handling, tie the Bi-Pod legs to the lower brace with tie
wire (fig. 1).
2. Using two people, take the upper portion of the brace to the
panel and connect the shoe with a 19mm Burke Coil Bolt to
the Burke B-75 Coil Insert embedded in the panel (fig.2).
3. Using two people, take the lower portion of the brace to the
panel and insert its upper end into the sleeve and attach
with Bolts and Nuts.

4. Repeat this operation for the other braces on this panel.
5. Erect the panel being certain that the brace or Bi-Pod legs
do not strike the floor during the erection.
6. After the panel base is set in its final position and while the
crane is still balancing the panel, connect the shoe on the
lower end of the brace to the floor slab using a Burke Super
Bolt or 19mm coil bolt into an embedded Burke floor slab
insert (fig. 3).
7. Install a temporary support under the centre of the brace
length to maintain the brace straightness (fig. 4).
8. Disconnect the tie wire holding the Bi-Pod legs to the main
brace.
9. Rotate a Bi-Pod leg over to the wall about 1.52m from the
centreline of the brace and mark for an expansion anchor
drill hole (fig. 5).

10. Drill the hole and install the expansion anchor which
connects the Bi-Pod shoe to the wall.

11. Repeat steps 10 and 11 for the other Bi-Pod leg and then
remove the temporary support.

12. Repeat for other braces on the panel until the panel is
completely braced.

13. With all the bracing in place, the panel can now be plumbed
by turning the lower main pipe (fig. 6).

34
BRACES
13m
SUPER BRACE
Minimum 6.5m - Maximum 6.95m
0.75m, 1.1m,1.5m, 2.25m, 3.0m extension kits
available.
9m
Super Brace combines high strength with light
weight for easy handling and solid support of tilt-
up panels. The fixed length Super Brace handles
different panel heights by varying the angle of the
brace. The Super Brace is 6.5m long and can
support walls from 5m up to 9m above finished
floor level. Extensions are available for use with 5m
higher panels, up to 13m. It has 450mm of easy
adjustment for final setting of brace and plumbing
corrections.
NOTE: Obtain Brace Design Data Sheet from ABS.
60 o
with extension 45 o
SUPER 17 without extension
without extension
Minimum 4.95m - Maximum 5.40m
0.75m, 1.1m, 1.5m, 2.25m, 3.0m extension kits 10m
available.

A shorter form of Super Brace. For panels from
4m to 11m above floor level.
6m
MINI-SUPER BRACE
Minimum 4.2m - Maximum 4.65m
0.75m, 1.1m, 1.5m, 2.25m, 3.0m extension kits
available.
4m
The Mini-Super Brace is shorter, lighter, with all
the features of the Super Brace. The Mini-Super is
4.20m long with 450mm adjustment and can 60 o
support walls 4m up to 6m above finished floor
level. Extensions are available for use with higher
with extension
without extension 45 o
without extension
panels up to 10m.
5m
BABY BRACE
Telescoping Brace - 2.3m to 3.95m
Normally used for panel heights up to 5m above
2m
finished floor level. Steel pipe sections telescope
for continuous adjustment. A doka rod at the
bottom of the brace provides 450mm of
adjustment for final setting of brace and panel o o
plumbing correction. with extension 60 45
without extension
ADVANCED BUILDING Unit 2/22 Violet Street, Revesby NSW 2212
PO Box 113, North Revesby NSW 2212
SYSTEMS PTY. LTD. Phone: (02) 9771 1011 Fax: (02) 9792 1414
Email: mjdavis@tiltbilt.com Web: www.tiltbilt.com

35
Note:- When designing bracing insert locations make
sure they fit within the brace dimensions below. For BRACES
your assistance see bracing guide following.

WORKING LOADS
Extensions Length (m) Safety Factor = 2
available (m) Min. Max. W.L.L. (kN)
SUPER BI POD -- 12.70 13.15 31.80
SUPER -- 6.50 6.95 31.80
0.75 7.25 7.70 26.30
1.10 7.70 8.10 25.70
1.50 8.00 8.45 21.90
2.30 8.80 9.25 18.30
3.05 9.55 10.00 15.60
SUPER 17 -- 4.95 5.40 31.80
0.75 5.70 6.15 31.80
1.10 6.05 6.50 31.80
1.50 6.45 6.90 31.80
2.30 7.25 7.70 26.30
3.05 8.00 8.45 21.90
MINI-SUPER -- 4.20 4.65 31.80
0.75 4.95 5.40 31.80
1.10 5.30 5.75 31.80
1.50 5.70 6.15 31.80
2.30 6.50 6.95 31.80
3.05 7.25 7.70 26.30
BABY -- 2.30 3.95 31.80
18.60 Fully extended
SUPER 13 12.81 13.26 17.88

SUPER 16 15.87 16.32 12.84
Safety factor as per AS 1250 SAA Steel Structures Code

THE BEST TILTBILT BRACES IN THE WORLD!
n Brace Lengths 2.3m to 16.32m.

n Appropriate Working Load Limit
in Accordance with AS 3850.

n Rugged construction.

n Easy to use. Self lubricating
Doka rod - Clog free.
n Only available for hire.

TILTBILT braces are designed for use only in conjunction with
tilt-up precast concrete construction. Due to the problems inherent
in bracing masonry walls, Advanced Building Systems Pty Limited
assumes no responsibility if braces are used to support concrete
block, brick or other masonry walls.

36
BRACE GUIDE

GUIDE FOR

TILT-UP WALL PANEL BRACING

KEEP THIS DATA ON FILE

The reason for producing this guide is to help Engineers, Architects and Contractors in selecting
suitable Tilt-Up temporary brace sizes when completing work shop drawings and panel layouts.

Advanced Building Systems has the largest stock of Tilt-Up braces. These braces are for hire and are
maintained by Advanced Building Systems in accordance with Australian Standard 3850.

Here are some bracing set out design recommendations.

1. Do not locate the wall brace inserts above the lifting inserts or the structural steel inserts, as the
braces will foul the rigging. Locate the wall brace inserts either under or to one side of the
lifting inserts.

2. Locate the wall brace inserts 900-1000mm from the sides of the wall panels.

3. Offset braces 300mm away from each other in the corners.

4. DO NOT BRACE one panel to another panel for structural support.

5. Brace angles can vary from 45° to 60° the ideal brace angle is 60° to the horizontal.

6. The vertical panel dimension for the wall brace calculation should be measured from the
finished floor level.

7. Check when setting out ground brace inserts, make sure the measurements are taken from the
inside face of the panel.

8. Whilst awaiting the installation of the roof steel make daily checks on the tightness of the coil
bolts connected to the panels and floor.

The following brace sizes are available ex-factory.

Any variation to these brace sizes requires:-

1. 4 days notice for assembly.
2. Assembly charge of $15.00 per brace plus the hire charge for the extension.

37
38
Email: mjdavis@tiltbilt.com Web: www.tiltbilt.com
Phone: (02) 9771 1011 Fax: (02) 9792 1414 SYSTEMS PTY. LTD.
PO Box 113, North Revesby NSW 2212
Unit 2/22 Violet Street, Revesby NSW 2212
ADVANCED BUILDING
* WWL = Working Load Limit.
insert.
= The horizontal distance from the inside face of the panel to the ground brace * H
= The Vertical height for the finished floor level to the wall brace insert. * V
12.84 kN 60° 7940 13990 16085 Super 16
17.88 kN 60° 6430 11340 13035 Super 13
31.8 kN 60° 6370 11245 12925 Bi Pod Brace
15.6 kN 60° 4820 8504 9775 + 3050 Extension
18.3 kN 60° 4450 7852 9025 + 2300 Extension
21.9 kN 60° 4050 7156 8225 + 1500 Extension
30.30 kN 60° 3860 6808 7825 + 1100 Extension
31.8 kN 60° 3320 5850 6725 Super Brace
31.8 kN 60° 3690 6503 7475 + 2300 Extension
31.8 kN 60° 2560 4500 5175 Super 17 (5.4)
31.8 kN 60° 2180 3854 4425 Mini Super
31.8 kN 60° 1540 2719 3125 Baby
98765432121098765432109876543210987654321210987654321098765432109876543212109876543210987654321098765432121098765432109876543210987654321
98765432121098765432109876543210987654321210987654321098765432109876543212109876543210987654321098765432121098765432109876543210987654321
98765432121098765432109876543210987654321210987654321098765432109876543212109876543210987654321098765432121098765432109876543210987654321
98765432121098765432109876543210987654321210987654321098765432109876543212109876543210987654321098765432121098765432109876543210987654321
98765432121098765432109876543210987654321210987654321098765432109876543212109876543210987654321098765432121098765432109876543210987654321
(mm)
98765432121098765432109876543210987654321210987654321098765432109876543212109876543210987654321098765432121098765432109876543210987654321
98765432121098765432109876543210987654321210987654321098765432109876543212109876543210987654321098765432121098765432109876543210987654321
98765432121098765432109876543210987654321210987654321098765432109876543212109876543210987654321098765432121098765432109876543210987654321
98765432121098765432109876543210987654321210987654321098765432109876543212109876543210987654321098765432121098765432109876543210987654321
ANGLE (mm) (mm) LENGTH
98765432121098765432109876543210987654321210987654321098765432109876543212109876543210987654321098765432121098765432109876543210987654321
98765432121098765432109876543210987654321210987654321098765432109876543212109876543210987654321098765432121098765432109876543210987654321
98765432121098765432109876543210987654321210987654321098765432109876543212109876543210987654321098765432121098765432109876543210987654321
98765432121098765432109876543210987654321210987654321098765432109876543212109876543210987654321098765432121098765432109876543210987654321
*WWL BRACE *H *V MEAN BRACE BRACE TYPE
98765432121098765432109876543210987654321210987654321098765432109876543212109876543210987654321098765432121098765432109876543210987654321
98765432121098765432109876543210987654321210987654321098765432109876543212109876543210987654321098765432121098765432109876543210987654321
987654321 1098765432109876543210987654321210987654321098765432109876543212109876543210987654321098765432121098765432109876543210987654321
98765432121098765432109876543210987654321210987654321098765432109876543212109876543210987654321098765432121098765432109876543210987654321
98765432121098765432109876543210987654321210987654321098765432109876543212109876543210987654321098765432121098765432109876543210987654321
2
98765432121098765432109876543210987654321210987654321098765432109876543212109876543210987654321098765432121098765432109876543210987654321
WALL BRACING SET OUT
See AS 3850
TILT PANEL WALL BRACING
BRACE GUIDE
TILT-UP LIFTING PRODUCTS

STRONGBACKS (see AS 3850 - 2003 Clause 3.9)

A. If a panel design appears to be unstable a strongback can act
When will they as a crutch to balance the weight. See diagram erected - Fig.1.
be needed ?
B. When panels have very wide openings. The strongback keeps
the panel from sagging under the opening.

C. When panels have slender legs, less than 178mm thick, where
the height of the leg divided by the width of the leg is less
than 0.12. A strongback is needed because the leg
cannot support the weight of the panel bearing on it during
lift. For legs 178mm and thicker often ties can be added
around the reinforcing to avoid strongbacks.

D. To avoid large amounts of added reinforcing. In certain
instances strongbacks are cheaper.

Using splice plates on 200mm channel allows a hinge to form
How to attach thereby reducing the capacity of the strongback, depending on
Strongbacks the location of the splice. So its important to know where to splice
properly a strongback.

1. Strongback Legs - We do not want the hinge to occur
between H/2 + 910mm above the Double Lift Plate (DBL).

H - is the distance from bottom of panel to DBL coil.
H/2 - 1/2 of that distance. If you have a notch that is 3.66m,
its 1/2 of 3.66m of 1.83 + 910mm = 2.74m.

2. Second condition is strongbacks spanning openings. We dont
want the splice to occur within 910mm above to 910mm below
the first strongback insert around the opening.

Fig 1.

39
TILT-UP LIFTING PRODUCTS

STRONGBACKS
This section covers a few of the conditions that will normally require the
Special use of wood or steel strongbacks. If your project has panel configurations
Requirements that are similar to the conditions shown in this section, it is very likely
strongbacks will be required to lift the panels. Please remember that this is
a guideline of some of the more common cases and does not cover all of
the many possible requirements for strongbacks.

1. The bottom of the panel must be relatively straight in order for it to
Panels with rotate properly. When a portion of the bottom end of the panel does not
Stepped or contact the ground, a strongback leg may be rebuilt to provide support for
Sloped Bottoms the panel. The three step conditions shown represent cases where
strongbacks may be required to provide support.

2. When the bottom of a panel slopes, strongback legs may be required
to ensure the panel lifts straight. As a general rule, if the slope of the
bottom end of the panel has a rise of 100mm or more per 3.0m of panel
width, strongback legs will be rquired. The following conditions are
common and will normally need strongback legs to lift.

40
TILT-UP LIFTING PRODUCTS

STRONGBACKS
1. Panels with tall narrow
Panels concrete legs may require
with strongbacks for added strength.
Narrow As a guideline, any leg less than
610mm in width, whose width to
height ratio is less than 0.12, will
normally require a strongback
over its entire height.

2. For panel legs 178mm or
more thick, it may be possible to
eliminate the need for added
strongbacks by the addition of
added reinforcing steel, and ties
in a column pattern. In order for
this method to work, the
reinforcing steel must be detailed
with minimum concrete cover.

1. A non-reinforceable section is one in which reinforcing steel cannot be
Panels added to adequately resist the bending stresses created during the lifting
with non- process. This may result from many different conditions. The following are a
few typical cases.
reinforceable
sections
a. If the existing structural reinforcing steel is placed too deep in the panel to
be used to resist the erection stresses, and the structural engineer will not move
the steel closer to the surface, there may not be sufficient room to add additional
erection reinforcing at the required clearances.

b. Deep reveals do not allow placement of the reinforcing steel close enough
to the smooth surface of the panel between the reveals to prevent visible
cracking. While it may be possible to place the reinforcing steel close enough to
the reveals to prevent deep cracking within them, the depth of the reinforcing
steel in the smooth areas between reveals, will result in cracks that go deep
enough into the panel surface to still be visible after the panel is erected.

c. Sections of some panels can be subjected to such high bending stresses
that it is impossible to fit enough reinforcing steel in the sections to prevent
visible cracks from occuring.

2. If the insert spacings cannot be adjusted to reduce the concrete bending
stresses and eliminate the need for the reinforcing steel, the only option may be
to use external strongbacks to resist the erection stesses.

41
TILT-UP LIFTING PRODUCTS

STRONGBACKS

Certain panel configurations make it difficult to place lifting inserts in
Panels with
the concrete areas that they must pick up. This normally occurs when
an Opening
large openings are placed in the panels and the inserts can be located on
Seperating
Concrete only one side of the opening. A strongback is used to span across the
Areas opening like an arm to pick up the concrete on the opposite side. The
following cases are examples of typical conditions that may require the
use of strongbacks. The shaded areas represent the portion of the panel
the strongback is trying to lift.

1. L-shaped panels will normally
Ell-Shaped require a long strongback attached to
Panels the upper portion of the panel
(One- extending to the ground, to act as a
Legged temporary leg for support during
Panels) erection. A shore, attached to the
underside of the strongback, extending
from the bottom of the panel to the top
of the opening, is to provide initial
bearing for the strongback and vertical
support of the panel once it is in the
vertical position.

42
TILT-UP LIFTING PRODUCTS

STRONGBACKS

2. It is sometimes necessary to add more than one strongback leg. This
Ell-Shaped
is not usually preferred, but is sometimes necessary to limit the size of the
Panels
strongbacks to a member that is readily available.
cont.

1. Strongbacks are normally made of double wood or steel members
General placed back-to-back. The size of the strongbacks required is dependent upon
Information the size and shape of each panel and, therefore, can only be determined by a
full analysis of each panel.

2. Where common wood size members are not available, the required
strongback length exceeds 6.10m or when wood members are not strong
enough, the Super-Lift strongback can be used, however, check to determine
the availability of these members in your area.

3. Strongbacks are attached to the concrete with B-75 Coil Inserts spaced
50mm to 75mm maximum on centre. For strongback leg conditions, the first
insert above the top of the door is normally a B-2-125 Double Coil Insert.

43
SUPER BOLT
Reusable Ground Brace Insert

SUPER BOLT
Provides POSITIVE ENGAGEMENT to the slab and
does not depend on friction or expansion pressure
against the concrete.

SUPERBOLT fastens at the exact location of the brace
shoe. No need for embedded inserts. NOTE: For Designers and Engineers

As fast and simple as drilled expansion anchors yet Super Bolt has been designed and
much, much safer. tested to give an ultimate failure load
of 105 kN in tension. The bolt
SUPER BOLT is reusable. Nothing is left in the slab; eccentric head will develop a full
no inserts or expansion bolts to cut off and cover later. cone failure to the top of the slab.
The assembly can be used again and again. The working load limit in concrete
will be determined by the depth of the
SUPER BOLT combines strength, simplicity and slab and concrete strength.
economy in one dependable, easy-to-use system.

SUPERBOLT is available for hire on a monthly basis.

Why risk the cost of a panel by using other inferior devices.

SUPER
BOLT
BRACE SHOE
WEDGE HEX NUT
& WASHER

To use SUPERBOLT, drill a 32mm hole through the floor slab and extending 51mm into the
surface below. Position the bolt in the hole so the eccentric head will slide under the slab.
Insert the wedge next to the bolt on the side marked wedge. This forces the head under the
slab giving positive engagement and full load bearing on the concrete. The brace shoe fits
around the bolt to take a washer and hex nut.

44
SUPER LIFT CLUTCH

SUPER LIFT CLUTCH Only available for hire

Super Lift Clutch has only two moving Clutches Safety Factor
parts. A sturdy shackle that follows Available (5:1)
the flow of the lift, and a sliding clutch
bar which creates a secure union 1.25 tonne
between the lifting unit and the insert. 2.5 tonne 18.68 (kN)
The lifting unit is lowered into a 5 tonne 54.27 (kN)
preformed recess and does not contact 10 tonne 72.06 (kN)
or bear down on the panels exposed
surface. Then the clutch bar lever is Tested and Proof Loaded in
pushed down towards the exposed accordance with AS 3850.
surface. This motion passes the curved
section of the clutch bar through the
eye of the anchor and locks the unit in
place. Because the clutch bar lever is
readily visible, the crane crew will
know immediately that all lifting units
are securely engaged and ready to lift.
The ring clutch mechanism will not SIZES 1.25T SAFE !! Crane driver
release the insert once the crane slings 2.5T can clearly see that
have been tightened to a minimum of 5.0T the clutch is engaged
1.8 kN.
10.0T
Also, the Super Lift Ring clutch is
compatible with Rapid Lift System.
This eliminates the need for utilising
additional conventional hardware, such
as Single or Double Lift Plates.

Easy Ground Release

A quick, even tug on the lifting units
rope, after the crane operator has
lowered the rigging, will slide the bolt
out of the inserts eye and release the
lifting unit from the panel.
n No adjustments
n No delicate pins or bolts
n No springs
n No mouse traps to set
n No pre-loading
n No shimming or bearing pads
to place under unit.

45
SUPER LIFT III CLUTCH

The BURKE Super-Lift III Clutch (patented)
has a safe lifting capacity of 10t. (5:1 factor of
safety). The industry proven BURKE clutch
assembly was developed with a high strength
casting and a forged handle which has been
lengthened, to make for safer lifts and easier
ground releases. The oval cross section prevents
clutch rotation during handling, lifting and
release. The BURKE Super-Lift III Clutch is
hired with chain and lanyard attached ready for
jobsite use. There are no moving parts to bind
against the concrete during engagement and
release. The BURKE Super-Lift III Clutch and
BURKE Super-Lift III Insert combine to
provide the strongest, simplest and safest lifting
W.L.L. load 100 kN
system available in the market today.

Product Description Unit Weight

Super-Lift III Ring Clutch 7.55 kg

46
FOR HIRE

SINGLE SWIVEL LIFT PLATE

Single Swivel Lift Plate weighs 6.4 kg.
Use with 152mm coil bolts of 32mm or 19mm 32mm or
diameter. 19mm

Exposed aggregate face-up panels may require
longer bolts. Sleeves are available for 25mm
and 19mm diameters.

Working Load Limit: 32mm dia
19mm dia
is dependent on Tensile/Shear of Taper Bolts.

EL
AN 27mm
FP
PO
TO 39.7mm
DOUBLE ANGLE LIFT PLATE E
H ER
Double-Angle Lift Plate is 102mm x 152mm x
19mm structural angle with welded centre lug
29mm plate. Wt. = 23.66 kgs. Use with taper
bolts. These bolts require a 25mm masonary m
4m
drill bit. See Taper Bolts on opposite page for 25
mm
W.W.L. and installation. Washers required under 43
1.8
bolt head. Exposed aggregate face-up panels
may require longer bolts.

47
FOR HIRE

TAPER BOLTS

21 MPa Concrete 35 MPa Concrete
Dia Embedment Tensile Shear * Tensile Shear *

32mm 1.85 kN 2.30 kN
6.35mm 2.70 kN 3.89 kN
76.2mm 2.58 kN 2.53 kN

25.4mm 118mm 31.43 kN 40.32 kN 34.27 kN 42.80 kN

The above working loads are based on manufacturers recommended 4:1 safety factor.
* Shear strength based on minimum embedment.

Taper-Bolt is an engineered Fastening System
which incorporates the capabilities of a high
strength threaded fastener into a masonry
anchor.

ADVANTAGES OF TAPER BOLTS:

Finished professional STRENGTH The highest tensile and shear strength
appearance. Can be set
with an impact wrench available. This anchor retains torque.
No threads to
be damaged
APPEARANCE No unsightly studs here! Each
installation has a neat, professional finished
appearance.
SPEED Bolt size is hole size. Taper-Bolts can be set
S.A.E. Grade 5
Heat treated steel with Pit Stop speed utilising an impact wrench.
Greater clamping power ADJUSTABLE No spinning - no slipping. Only
since it functions like a
standard nut and bolt Taper-Bolt can be adjusted for slightly over size or
irregular holes.
REMOVABLE Like a bolt in a tapped hole, Taper-
bolt can be removed and replaced.
Nut may be pre-expanded Nut expands parallel to the REUSABLE Remove the bolt - add a new expander
to fit oversized holes sides of the hole distributing
compression along the entire nut and use it again! Approximately 70% of the anchor
length of the anchor
cost is recoverable with the second use.
VERSATILE Wherever? Whenever? Taper-Bolt
solves your anchoring problem! adjusted.

48
FORHIRE
ABS/ BTRKE BAR - Lc4&: 142llnm
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tongueedge,
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Weight 3.01g.

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end of hmdle will llft . lood 13t 5|)mDin ADS/MINI BrRPLI'S
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for
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VioLi Str€.t,Rlv€sty NSW 2212
Unit 2122
ADVANCEDBIIILDING POBd 113, NodhRrv!$Y NSW 2212
SYSTEMSPTY. LTD. Ph@c:(02)977rl01l Fax: (@)97921414
midsvir@rihbilLo@ Wcbr tw'.dltbl&q4
50
Email: mjdavis@tiltbilt.com Web: www.tiltbilt.com
Phone: (02) 9771 1011 Fax: (02) 9792 1414 SYSTEMS PTY. LTD.
PO Box 113, North Revesby NSW 2212
Unit 2/22 Violet Street, Revesby NSW 2212
ADVANCED BUILDING
Also available individually.
6.0mm Also available in 10mm & 20mm sizes.
6.0mm
6.0mm
3.0mm n 2 Blue (1.5mm) 4 Red (3.0mm) 6 White (6.0mm)
3.0mm
1.5mm n 12 shims, each 150mm x 100mm.
Each pack contains sufficient shims to level a panel.
PANEL PACK
27.58 (MPa) safety factor 2.0
Laboratory to the working load limit
Super Shims have been tested by a Nata
0987654321098765432121098765432109876543210987654321
0987654321098765432121098765432109876543210987654321
0987654321098765432121098765432109876543210987654321
0987654321098765432121098765432109876543210987654321
0987654321098765432121098765432109876543210987654321
0987654321098765432121098765432109876543210987654321
is ours, to protect your client
0987654321098765432121098765432109876543210987654321
0987654321098765432121098765432109876543210987654321
n No elastomeric drift, no slipping.
0987654321098765432121098765432109876543210987654321
Quality and Stability under load
0987654321098765432121098765432109876543210987654321
0987654321098765432121098765432109876543210987654321
0987654321098765432121098765432109876543210987654321
0987654321098765432121098765432109876543210987654321
BUT
0987654321098765432121098765432109876543210987654321
0987654321098765432121098765432109876543210987654321
oxidation from moisture.
0987654321098765432121098765432109876543210987654321
0987654321098765432121098765432109876543210987654321
Price may be your criteria
0987654321098765432121098765432109876543210987654321
0987654321098765432121098765432109876543210987654321
chemicals, micro-organisms, rot or
0987654321098765432121098765432109876543210987654321
0987654321098765432121098765432109876543210987654321
0987654321098765432121098765432109876543210987654321
0987654321098765432121098765432109876543210987654321
Unaffected by alkali, ground n
0987654321098765432121098765432109876543210987654321
0987654321098765432121098765432109876543210987654321
WARNING:
0987654321098765432121098765432109876543210987654321
0987654321098765432121098765432109876543210987654321
not rust.
Waterproof, non-staining. Will n
money on lifting day.
Simple to use, saving time and n
25.5mm
support.
compressive strength provides permanent
150mm not fracture under load. Their high 100mm
an excellent bearing material which will
serrated to eliminate slippage. They are
rigid, high impact plastic specially
panels. Super Shims are extruded from
Super Shims are used to level tilt-up
SUPER SHIMS
PLASTIC ACCESSORIES
PLASTIC ACCESSORIES

MODFIX SHIMS

We now also stock Modfix Shims for
your convenience.

Shim Packets/Sizes
2 x Brown 1mm
4 x Blue 2mm
4 x Green 3mm
6 x Yellow 5mm
1 Packet 52mm

Available to 20t - loose

1mm
2mm
3mm
5mm

51
CRACK INDUCERS

FASTER! EASIER! BETTER! CHEAPER!
The EASY-T plastic joint former and crack inducer consists
of two sections; an arrow shaped section which locks into the
concrete, forming the joint and a top section which facilitates
handling and placing - this is removed after firming of the
concrete surface.

FINISH:

n Joints can be formed right up to walls, columns and
isolation joints, producing a clear, neat finish. Tooled
joints and saw cuts are eliminated.

n No need for joint sealants.

n The EASY-T joint is ideal for heavy point loads such as
fork lifts.

LENGTHS:

The EASY-T strip is supplied in 3 metre lengths and can be
adapted to any length joint, without wastage, by overlapping
the upper section.

DEPTHS:

The suggested proportion of strip to concrete depth is 1:4 to a
maximum of 1:5. EASY-T is available in depths of 25mm,
38mm, 50mm and 65mm.

USED BY: Municipal Councils and RTA.

52
PLASTIC ACCESSORIES

PVC CHAMFER STRIP Available in standard lengths of 3 metres. It is
recommended that a form release compound be
FEATURES: used on the surface of the strip prior to attachment.

n Flexible and reusable. A B C D
n Resists chips and cracks. 25mm 16mm 5mm 12mm

Formwork

Nail concrete
Can be used for Formwork angle
decorative reveals

Chamfer creates slurry seal
and decorative arris.

CHAMFER CUTTERS
For quick, clean cuts in wood moldings, try these chrome
steel Chamfer Cutters. The hardened steel blade slices
through most soft woods with ease. But as sharp as the
blade is, the real secret behind the cutters prowess is its
ingenious anvil. The anvil acts like a chopping block,
supporting the chamfer as the blade passes through it. No
bypass shear works as effortlessly or cuts as true. A built-in
fence to either side of the blade assures perfect 45° miters
every time.

Cutters lock tight for safe carring and can be quickly
disassembled for sharpening. This precision crafted, pocket
sized wonder belongs in every contractors belt.

SHEFFIELD CHAMFER CUTTERS
Heavy duty universal shears
Replacement blade available
Replacement anvil available

53
PLASTIC ACCESSORIES

PLASTIC STICK-ON PATCHS
Plastic Stick-On Patch permanently covers lifting insert and recess holes on tilt-up panels. The
Patch is precision moulded of high-impact, long lasting plastic which has concrete colour and
texture, and is highly resistant to chemical assault from a variety of manufacturing and
environmental chemicals. Super Patch easily locks into the insert or recess hole and blends into
the panels surface.

FEATURES:-

n Neat.
n Quick, easy to install - only one person needed.
n No special trades or tools required.
n Permanent seal - resistant to temperature changes, chemicals, and inpact.
n Matt finish for easy painting.
n No mixing, no wastage, no mortar.

Super Patch for Super Wall Patch for
Lift recess holes. wall brace holes.
150 mm 80 mm

NOTE: If Super Patch is to be used on panel interiors or exteriors exposed to high moisture
environment, spray metal insert with a rustproofing compound before inserting patch. Super
Patch will not eliminate rusting.

54
CHECK LIST

EQUIPMENT CHECK LIST FOR
LIFTING DAY

o CLUTCHES

o BRACES, COIL BOLTS AND WASHERS

o WEDGES

o BURKE BARS

o SHIMS

o IMPACT WRENCH

o SMALL COMPRESSOR (TO CLEAN OUT INSERT VOIDS)

o LADDER

o HAMMER AND SCREWDRIVERS (FOR VOID FORMER REMOVAL)

o SUPERBOLTS

o 32MM DRILL BIT

o PANEL BRACES

55
HAND SPRAYER

HAND SPRAYER
Standard 11.4 litre stainless steel tank.
Recommended for use with cure coats,
sealers and hardeners.

n Wide mouth for easy filling.

n Corrosion resistant brass pump.

n Solvent resistant neoprene hose.

n 500mm curved brass spray wand.

n Brass fan spray tip 2.8 litre/min.

GASKET REPAIR KIT STRAIGHT WANDS

CURVED PLUNGER ROD
SPRAY TIP TRIGGER WANDS ASSEMBLY

ALSO AVAILABLE: Threaded collars, additional hoses and carry straps.

CHAPIN PROFESSIONAL SPRAYER VITRON
n Industrial heavy duty grade 11 litre poly tank for corrosive jobs.

n Polyethylene pump and Viton seals.

n Braided hose with 450mm lance and fan nozzle.

n Pressure relief valve and padded strap.

56
DRUM RACK

DRUM RACK

Suits up to 200 litre drums. Load capacity: 317 kg.

Length: 762mm
Width: Base 595mm Top 394mm.
Height: Top rail - 508mm. Bung - 560mm.
Weight: 13.6 kg.

57
SUPER TILT WB (EXPORT)

PRODUCT DESCRIPTION: HOT WEATHER PROCEDURES:
Super Tilt WB (Export) is a liquid VOC compliant, It is important to verify the integrity of the
water-based, reactive and membrane forming bondbreaker coat in all weather conditions.
bondbreaker for use in tilt wall construction. Super Verification can be achieved by sprinkling water
Tilt WB (Export) is a special formula of polymers on the casting bed. (Water should bead up as on a
and propriety ingredients designed to provide clean, freshly waxed automobile). The applied, dried
easy lifting of tilt panels from properly designed material should have a soap like feel, uniformly over
concrete casting beds. It contains a fugitive dye the substrate. Failure to verify proper application
for ease of visual inspection during application. can result in panel sticking.
ADVANTAGES: In hot weather, it is recommended to fog spray the
· Water Based slab with water prior to the first application of Super
· V O C Compliant Tilt WB (Export). The fog spraying of the slab with
· Panels lift cleanly water will help cool the concrete and reduce the
· Minimal panel residue high demand for bond breaker material.
· Resists construction foot traffic
DRY TIME:
APPLICATION INSTRUCTIONS: Approximately 2 hours at 21°C.
The concrete base casting slab, and tilt wall panels
must be properly designed, finished and cured in COVERAGE RATES:
accordance with industry standards. Concrete Cure Coat: 4.9 m2/L
casting slabs must be smooth and dense. Improper Bond Breaker Coats:
or inadequate curing or finishing will increase slab First Coat: 9.8 m2/L
permeability and decrease bondbreaker Second Coat: 13.5 17.2 m2/L
effectiveness.
V.O.C. CONTENT:
Thoroughly agitate the Super Tilt WB (Export) Less than 100 grams per litre. Complies with the
prior to each use. most stringent overseas health standards for Bond
Breakers.
The casting bed should be free of all foreign
material. The Super Tilt WB (Export) should be PACKAGING:
protected while drying from all contaminants or 20 litre pails or 208 litre drums.
particulate matter (i.e. dust, dirt, etc).
CLEAN-UP:
Just prior to placing the reinforcing steel, and For tools and equipment use warm, soapy water.
within two weeks of pouring the panels spray apply After the product dries, solvents like mineral spirits
the first bond breaker application of Super Tilt may be necessary to remove the product.
WB (Export) at a rate of 9.8m2/L. Spray at right
angles to curing compound spray pattern. Wait
until dry, approximately 2 hours at 21°C , and apply
a second coat at right angles to the previous coat.
Coverage will typically be 13.5 17.2 m2/L for the
second coat. If light or white spots appear within
10-40 minutes after spraying, those areas are extra
porous and should be fogged with water followed
by a reapplication of the Super Tilt WB (Export).
Do not over apply. Avoid puddles and excess
material. Do not walk on areas treated with Super
Tilt WB (Export) until it dries. Do not apply when
surface or air temperature is below 4°C or over
frost or standing water. Allow Super Tilt WB
(Export) to dry completely prior to pouring concrete
panels.
For Commercial/Industrial Use Only

58
SUPER TILT WB (EXPORT)
COMPARISON SHEET

SUPER TILT WB (EXPORT)
Apart from the cost benefit, it is environmentally accepted by the Unions and EPA as
it is a water based product versus volatile organic compounds (VOC).

Application

1st Coat: 9.8 m2 per litre
VERSUS
V.O.C. Bond Breaker at: 6m2 - 8.5m2 per litre (average 7.5m2/litre)

2nd Coat: 15.35 m2 per litre
VERSUS
V.O.C. Bond Breaker at: 6 m2 - 8.5 m2 per litre (average 7.5 m2/litre)

Hence, average application
of Super Tilt WB (Export) versus You apply twice as much solvent
V.O.C. Solvent Base based versus water based.

This is an actual saving to you!
Check the prices, then check the usage, then check the result!

If the Solvent bond breaker is $700 for 205 litres
ABS Super Tilt WB (Export) is $899 for 205 litres

Then Super Tilt WB (Export) only uses half the amount of the Solvent Based Bond
Breaker.

This means it costs only $449.50 versus $700.

59
CLEAN LIFT 90 BOND BREAKER

CLEAN LIFT 90 Bond Breaker is Bond Breaking (Bond Breaker Coat):
composed of a chemically active non-
membrane forming material that functions Apply this coat after the edge forms have
as both a curing compound and as a bond been set and before reinforcing steel is
breaker for tilt-up construction. placed. The surface must be clean and
free of foreign material. Sweep or use
Concrete treated with Clean Lift 90 compressed air to clean surface before
retains the mixing water necessary for application.
hydration and proper curing.
Apply Clean Lift 90 at a rate of 6-8.5m2/
A second coat applied to the casting slab l per coat for two light coats applied at a
prevents tilt-up panels from bonding to 90 degree angle to each other. Allow the
the slab. Panels lift easily without first coat to dry approximately 15
sticking. Less force is required than is minutes before applying the second coat.
typical with membrane type bond Actual coverage rate is dependent on the
breakers. finishing method and surface porosity.

Properly applied, Clean Lift 90 yields a Before placing concrete it is advisable to
panel surface ready to receive paint or check bond breaker coverage by
other treatments. Since no resin sprinkling water on the surface. Water
membrane is present, there is no need to drops should bead up. If they spread and
wait for membrane residues to oxidize soak into the concrete, another
before applying coatings to the panel. application is required. If in doubt, re-
Clean Lift 90 Bond Breaker remaining on apply a light coating. When the panel is
the floor slab will not prevent the bonding cast and finished, spray a coating of
of solvent-based adhesives used to apply Clean Lift 90 Bond Breaker on the
tile, linoleum or other coverings. surface as a curing compound at a rate of
7m2 to 10 m2/l depending upon surface
APPLICATION porosity.

First Coat (Curing Coat):
Clean Lift 90 can be applied with any
equipment that produces a fine spray and
even application. Clean Lift 90 must be
applied after the final trowel finish and
immediately after the water sheen has
disappeared. Do not delay application.
cover the surface with a uniform coat at a
rate of 5-6m2/l depending on the finishing
method and surface porosity. A porous
surface will require heavier coverage. A
hard steel trowelled surface assures best
results for bond breaking. A blue fugitive
dye is added to aid application.

60
SPARTAN-COTE
CURE-SEAL-HARDENER
TO IMPRESS YOUR CUSTOMER OR LESSEE USE SPARTAN COTE TO OBTAIN A
GREAT FINISH ON YOUR FLOOR.

SPARTAN-COTE is a high APPLICATION SPECIFICATIONS
quality styrene-acrylate
copolymer resin that cures, Apply as a curing compound on When applied at the specified
seals, hardens and dustproofs newly poured concrete surfaces rate, SPARTAN-COTE Cure-
freshly cast concrete. It after final finish and Seal-Hardener meets and
provides long lasting odour free immediately after the water exceeds:
floor protection. sheen has disappeared from the
surface. Use a Burke hand STANDARD
SPARTAN-COTE resists sprayer or low pressure power
yellowing and deteriorating sprayer for best application, ASTM C-309, type 1, Class A &
effects of ultraviolet rays. with these rates of coverage: B AASHTO M-148, Type 1, Cl.
This quality makes SPARTAN- A&B
COTE ideal where an exterior Smooth finish - 7 sq.m/litre
architectural finish is desired. Flash point 28° C.
Rough finish - 5 sq.m/litre
A one step application provides Keep away from sparks and open
a moisture barrier which When used as a sealer or dust flame.
minimises efflorescence, proofer on existing concrete
dusting and destruction of surfaces, the surface must be Modified formulations meet IT-
carpet backing. It provides a thoroughly cleaned and swept. C-800A, Type 1, Class 1 and Air
good base for most mastic Apply at a rate of 10 to 12 sq.m/ Pollution Control Regulations.
adhesives and coatings. litre. For added protection to
the concrete apply a second coat
at 12 sq.m./litre. Also can be Spartan-Cote is compatible
applied by brushing or rolling. with Burke Bond Breakers.
Drying time is 1 to 2 hours.

Clean application equipment
after use with xylene.

CAUTION:
Contains xylene. Use
respirator for application.

61
BURKE TITAN HARD

BURKE TITAN HARD
Burke Titan Hard is a penetrating n Protects concrete from The exact coverage depends upon
water-based reactive siliconate detrimental spalling effects of the porosity of the slab. If the
solution specifically designed for deicing salts. concrete is extremely porous,
protecting concrete floors against n No V.O.C., no harmful more than one coat may be
abrasion, dusting and spillage. fumes or odours. necessary.
Tital Hard penetrates deeply n Breathable sealer for
creating an integral matrix that interior or exterior use. Titan Hard will develop a low
wont wear away. Titan Hard n Can be used to enhance gloss satin finish with use. If
hardened and dustproofed non- desired, a floor buffer will bring
imparts a low gloss, satin sheen
metallic, dry shake floors. out the shine immediately.
with use without buffing.
Architectural Specifications
Burke Titan Hard is specifically Sealer/Dustproofer: A ready-to-
formulated for use on old or new use clear siliconate sealer shall
concrete surfaces to improve be applied to the concrete slab
hardness and abrasion resistance. in accordance with the
Use Titan Hard to dustproof manufacturers written
concrete surfaces imparting an easy instructions. Sealer must be
to maintain low sheen surface. guaranteed for 10 years against
Titan Hard can be used for interior dusting. Approved product:
Burke by Edoco Titan Hard or
and exterior applications since it
approved equivalent.
allows the concrete to breath while Important: When using Titan
still resisting penetration of oils Hard in conjunction with a
and other contaminates. curing compound, use only
Burke by Edoco Res. X, Aqua
BENEFITS Resin Cure or Super
Bondbreaker. Consult ABS for
special procedures for use.
n Imparts an integral shine that
builds with use and wont scratch, Application
peel or discolour like modified
acrylic styrene butadiens, urethanes Sealer & Hardener Application:
or epoxies. Coverage:
n Seals and densifies the
concrete surface resisting spills, Hard Trowelled Finish 7.4 - 9.8
dirt and chemical attack. Broom or Float Finish 4.9 - 7.4
n No surface coating to allow Rough Slab Finish 3.7 - 6.2
Old Concrete 3.7 - 6.2
black rubber tyre marks.
Vertical Surface - lambs
n Hardens & dustproofs in one wool roller recommended 7.4 - 9.8
easy step on most floors.
n Safe & easy to use; no mixing,
no etching, no expensive
equipment.

62
PROTECTIVE COATINGS

BURKE SHIELD
244
A penetrating, weatherproofing
sealer.

Burke Shield 244 protects new or
existing concrete, masonry, stone,
clay tile or brick surfaces from
damage due to intrusion of water, sea
water, water borne contaminates or
airborne pollutants. Typical
applications include parking stations,
bridges, retaining walls, stadiums,
natural stone building facades, airport
runways, wharves and piers. Burke
Shield produces a clear, water
repellant membrane which prevents
contaminants from penetrating the
concrete and attacking the steel
reinforcement.

This clear, siloxane-based product
has a history of good performance
and is supported by independent
testing laboratories.

n Can be applied over broad
temperature range.

n Does not require an alkali as a
host, so it can be applied to
new or old concrete.

63
SHAROSOL

CONCRETE TOOL CLEANER

Sharasol - Is a biodegradeable cleaner.

A cleaner, so forms and tools used with concrete are kept in a clean condition free
from cementatious paste.

APPLICATION:

For wood, metal and PVC forms. Sharosol is applied by spray or brush in a light and
consistent coating on clean forms.

Rough or new forms should first be saturated with release agent, as they will be
highly absorbent.

Non absorbing forms should be cleaned of excess agent with a wiper.

CHARACTERISTICS:

n Bio-degradable, solvent free.

n Leaves no spots or pores on concrete surface.

n Combined chemical and physical release action, ensures easy separation.

n Provides very good corrosion protection.

n Problem free application of plaster, tiles and wall paper over the concrete.

n Low consumption 1 litre for app. 65- 85 m2 depending on the type of form.

n Not water soluable

64
CONCRETE HANDLING EQUIPMENT

ALLEN RAZORBACK TM FOR SALE OR FOR HIRE
AIR DRIVEN SCREED - Model 12HD Write or phone for Testimonials
n All welds vibration proof.
High strength winches
n Vibration adjustable to
suite concrete slump. control production rate
Top pipe coupler
n Available in sections to prevents sag
suite any pour width
up to 15.55 metres
n Normal 85-150 cfm air
compressor powers
screed.
n Modular 2.29m, 1.525m
and 0.61m Sections.
n Manual winches or powered
winches.
n Complete line of attaching
accessories.
n Available with air driven motor
winches. Only on order.
ALLEN RAZORBACK TM FOR SALE OR FOR HIRE
ENGINE DRIVEN SCREED - Model 12 ED Write or phone for Testimonials

WHEN YOU DONT WANT TO HIRE A COMPRESSOR
THE ENGINE DRIVEN RAZORBACK IS THE ANSWER
TM

Self-propelled or
standard winches

n End engine mount or centre mount kit.
n 9 HP Honda engine.
n Dual winch mounts available.
n Available in section to suite any pour
width up to 15.55m.
n Vibrators at 750mm centres on front
and back blades give uniform
vibration.

65
SCREED KING

Our offset handle balances
eccentric weight torque for better
The Lifting Handle is located over the control
centre of mass allowing easy and The durable Set & Forget throttle
balanced manoeuvring. allows the operator to find the
optimum RPM and lock it in place
for consistent vibration
Screed Kings power transfer system Powerful 4 stroke 31cc
has no flex shaft to lubricate. The Honda engine
rubber coupler is engineered to sheer, Screed Kings exclusive
should the eccentric weight become bearing system is factory
blocked protecting the bearings from sealed preventing the need
overload damage for maintenance and is
oversized for longer life.

Screed Kings adjustable handlebars can Screed Kings eccentric weight
accommodate any user height in any depth of offers quick and easy in-field
concrete and with our exclusive quick release adjustment for vibration amplitude
levers no tools are required for adjustment. Our without taking the power head off
wide offset handles design provides better line the board.
of vision and increased operator comfort when
compared to in-line style screeds.
Screed Kings unique double dampening
vibration system provided 8 rubber bushings to
isolate the operator from vibration, minimizing
fatigue while providing smoother operation.

The Screed King is virtually maintenance free with no
bearings to grease or shafts to lube and comes with an
industry best, 2-year warranty on all parts and labour.

MAGNESIUM EXTRUDED Enclosed design virtually eliminates warping or torquing.
SCREED BOARD
No brackets or adjustable torsion rods mean no crevices for concrete
to gather in, making clean up a breeze.

150mm base allows the Screed King to float in any clump of
concrete and our unique CURL EDGE helps to roll the excess
concrete back to the rakers and allows the board to float or ride on
forms.

The MAGnesium FLOat Boards provide the lightest material in the
industry and will not react with concrete like aluminium screed bars.

Threaded mounting studs stay with the board for quick coupling.

MAGFLO Boards are available in a variety of lengths:
1.21m, 1.52m, 1.83m, 2.44m, 3.05m, 3.66m, 4.25m

66
ANNEXURE A

W.W.L. LIMITS - WALL BRACE INSERTS

Item Number Core Thickness Face Tension Face Shear
in mm
B75050 127 mm 27.73 kN 29.25 kN
B75060 150 mm 36.1 kN 36.1 kN
B75070 178 mm 36.1 kN 36.1 kN
B75080 200 mm 36.1 kN 36.1 kN
B75120 300 mm 36.1 kN 36.1 kN

The loads shown above are tensile loads at 17 mPa concrete strength.

67
REVISED TRADING TERMS AND
CONDITIONS as at NOVEMBER 2004

1. Should you request to open a credit account with Advanced then ORDERING OF HIRE EQUIPMENT
it will be necessary for you to complete our credit application form
in detail. Until your application has been approved by Advanced, 11. Brace and lifting equipment orders are filled on a first
goods cannot be released. Such application for credit will require come, first served basis and while we undertake to advise you as
the completion of a relevant guarantee in the case of a proprietary soon as possible in the event that we may be unable to fill your
company. order by your specified date, we accept no other responsibility
and you shall not be entitled to make any claim for compensation
DISCOUNT STRUCTURE or otherwise against us in the event of non-delivery by that
specified date.
2. A discount structure is available BUT OUR TERMS OF
PAYMENT MUST BE MET. 12. All hire equipment including braces and clutches damaged
will be charged for at replacement cost.
TERMS OF PAYMENT FOR APPROVED CREDIT
RETURN OF BRACES FROM SITE
3. Thirty (30) days payment.
13. The period of hire commenced from pick-up date and
4. All good supplied by ABS to its customers remain the property continues until the hired items arrive back into our store.
of Advanced until payment is received for purchase or hire of the Advanced will not accept goods as being returned on the basis of
said items a phone call. To facilitate the return of braces we advise that you
should arrange transport and inform Advanced of the delivery
5. Accounts unpaid after thirty (30) days after statement date will times. Store hours are between 8.00 am and 3.30 pm Monday to
incur interest from the date the statement is received by you until Friday.
payment is made in full, at a rate being two per cent (2%) above the
rate charged from time to time by the Commonwealth Bank of 14. Braces are initially hired for a 30-day period.
Australia on a fully drawn overdraft in excess of one hundred
thousand dollars ($100,000) or 15% per cent per annum whichever 15. When arranging to have the braces collected from your site,
is the greater. please have all the braces bundled together or stacked in the
racks provided by Advanced. TRANSPORT COMPANIES
6. Without prejudice to any other method of service, any notice or CHARGE FOR TIME WASTED ON SITE while the braces are
other document shall be sufficiently served if sent by prepaid post gathered together and THIS COST IS PAYABLE BY YOU.
to you at your last known place of business, registered office or
residence and if that letter is not returned through Australia Post 16. All braces are to be returned with the threaded doka rods
undelivered, it shall be deemed to be made at the time when the wound in. All brace extensions are to be disassembled and
letter would be delivered in the ordinary course of business. stacked ready for collection. Otherewise a labour charge of $45
per hour based on the Storeman & Packers State Award, will be
7. It is agreed that the amount shown on each invoice forwarded by charged to the customer for the time required to carry out these
Advanced is prime facie evidence of the amount owed for the goods functions.
and or services to which that invoice relates.
SAFETY WARNING
It is agreed that should any dispute arise as to the merchantable
quality of such goods and or services or if it is believed there is an 17. The brace racks will carry either 20 Super Braces or 30
error which has occurred in the invoice then you hereby agree to Mini-Super Braces. Please ensure that not more than these
seek your remedies under the appropriate provisions of such section numbers are stacked in the racks. It is important to have
of the common law and not withhold payment to Advanced nor to braces arranged centrally in the rack so that the rack is
plead at law that you have a right to prevent Advanced from unlikely to overbalance.
recovering such amounts shown on such invoices together with
such costs of collection therein. COIL BOLTS
TRANSPORT COSTS 18. All coil bolts and washers are to be returned to Advanced
with the braces. Rental for coil bolts is incorporated in brace
8. You, the customer, may arrange transport to facilitate pick-up hire charges, but if these items are not returned they must be paid
and delivery times on your site. However, if Advanced is requested for at full retail price.
to make transport arrangements all costs associated with such
delivery are payable by the customer. DISCLAIMER
9. Transport charges are the responsibility of the customer. Advanced do not recommend the use of drilled-in expansion
Advanced undertakes to move freight as economically as possible anchors as a substitute for fixing to the ground slab the
but due to demand or the lateness of ordering, multiple freight bills temporary braces used to support wall panels. No responsibility
are occasionally incurred. will be taken by Advanced for the failure of any of our equipment
used in conjunction with such drilled-in expansion anchors.
RETURN OF PURCHASED GOODS Advanced recommends the use of the Burke Super Bolt where
Ground Brace Inserts are misplaced or not installed.
10. Advanced will accept the return of goods at their discretion but
a 20% re-stocking fee based on the invoice price of such goods will TERMS OF PAYMENT FOR HIRE
be charged to the customer. Claims made for short deliveries or
incorrect deliveries must be made within 48 hours of delivery of 19. All payment for hire of goods shall be paid monthly in
such goods to the customer. advance unless other provision for payment has been made.