NZ617663A - Formwork restraint - Google Patents
Formwork restraint Download PDFInfo
- Publication number
- NZ617663A NZ617663A NZ617663A NZ61766312A NZ617663A NZ 617663 A NZ617663 A NZ 617663A NZ 617663 A NZ617663 A NZ 617663A NZ 61766312 A NZ61766312 A NZ 61766312A NZ 617663 A NZ617663 A NZ 617663A
- Authority
- NZ
- New Zealand
- Prior art keywords
- restraint
- formwork
- bar
- arrangement
- starter
- Prior art date
Links
- 238000009415 formwork Methods 0.000 title claims abstract description 103
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 30
- 230000002787 reinforcement Effects 0.000 claims abstract description 20
- 125000006850 spacer group Chemical group 0.000 claims description 10
- 239000004567 concrete Substances 0.000 abstract description 19
- 238000000034 method Methods 0.000 abstract description 11
- 239000007858 starting material Substances 0.000 description 87
- 239000000463 material Substances 0.000 description 3
- 239000011150 reinforced concrete Substances 0.000 description 3
- 238000004513 sizing Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000005259 measurement Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 229920003023 plastic Polymers 0.000 description 2
- 239000004033 plastic Substances 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 229920002457 flexible plastic Polymers 0.000 description 1
- 230000000452 restraining effect Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/162—Connectors or means for connecting parts for reinforcements
- E04C5/166—Connectors or means for connecting parts for reinforcements the reinforcements running in different directions
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/168—Spacers connecting parts for reinforcements and spacing the reinforcements from the form
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/20—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups of material other than metal or with only additional metal parts, e.g. concrete or plastics spacers with metal binding wires
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B2001/4192—Connecting devices specially adapted for embedding in concrete or masonry attached to concrete reinforcing elements, e.g. rods or wires
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Reinforcement Elements For Buildings (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Foundations (AREA)
Abstract
A formwork restraint (10) for a reinforcement bar (12) in a concrete structure is disclosed. The formwork restraint includes a restraint portion (20) for receiving the reinforcement bar. The formwork restraint further includes a support portion (36) adapted to connect the restraint portion to a reinforcing formwork arrangement (14) to maintain a desirable relationship between the reinforcement bar and the reinforcing formwork arrangement. A formwork system and method of providing a concrete structure is also disclosed.
Description
FORMWORK RESTRAINT
FIELD
In one preferred arrangement, the present invention relates to a formwork
restraint.
BACKGROUND TO THE INVENTION
In the construction of buildings a concrete slab may be provided with a
number of starter bars extending a suitable distance upwardly away from the
concrete slab. The starter bars typically provide both a reference point and
reinforcing for a further section built upwardly from the concrete slab.
When preparing a concrete slab, starter bars are typically either fixed in
position with the use of wire ties before the concrete is poured. With wire, the
process of wire tying involves positioning each starter bar and twisting and
cutting the wire to form numerous ties to hold the starter bars in position. This
process is particularly labour intensive and time consuming.
Other system of fixing starter bars include: (i) continuity systems where pre-
bent bars are positioned to extend through a number of holes in a casing; and
(ii) anchor systems where ends of the starter bars are pushed into anchors.
These systems tend only to be suitable for particular situations and can be
complex and costly.
All references, including any patents or patent applications cited in this
specification are hereby incorporated by reference. The applicant makes no
admission that any reference constitutes prior art - they are merely
assertions by their authors and the applicant reserves the right to contest the
accuracy, pertinency and domain of the cited documents. None of the
documents or references constitute an admission that they form part of the
common general knowledge in NZ or in any other country.
It is against this background and the problems and difficulties associated
therewith that the present invention has been developed.
OBJECT OF THE INVENTION
It is an object of the invention to address some of the foregoing problems or
at least to provide the public with a useful choice.
SUMMARY OF THE INVENTION
According to a first aspect of preferred embodiments herein described there
is provided a formwork restraint for a reinforcement bar comprising:
a restraint portion for receiving the reinforcement bar; and
a support portion adapted to connect the restraint portion to a reinforcing
formwork arrangement to maintain a desirable relationship between the
reinforcement bar and the reinforcing formwork arrangement when the
reinforcement bar is received by the restraint, wherein
the support portion comprises at least three elongate arms being positioned
and peripherally spaced between the restraint portion and the reinforcement
formwork arrangement, wherein
the elongate arms space the restraint portion from the restraint link
arrangement and at least one of the arms having a clip for clipping the
corresponding arm to a bar of the restraint link arrangement.
Preferably the support portion comprises a spacer for spacing the restraint
portion at least a predetermined distance laterally away from the reinforcing
formwork arrangement. The reinforcement bar may comprise a starter bar
and the reinforcing formwork arrangement may comprises a trench mesh.
In one preferred arrangement the support portion comprises three elongate
arms each having a clip for clipping the corresponding arm to a bar of the
reinforcing formwork arrangement. In another preferred arrangement the
support portion comprises a securing portion having a first slot adapted to
receive and hold at least two substantially parallel bars of the reinforcing
formwork arrangement.
Particularly preferred arrangements of the present invention provide an
advantageously convenient and labour saving alternative to having to wire tie
each starter bar to a trench mesh in a formwork arrangement. Having to
provide numerous wire ties in such a system is often labour intensive or
otherwise problematic.
According to a second aspect of the preferred embodiments herein described
there is provided a formwork system for maintaining the position of a plurality
of starter bars relative to a reinforcing mesh structure, the system comprising:
a plurality of starter bar holders each having a first portion for receiving a
respective starter bar and a second portion extending therefrom for
connecting the respective starter bar to the reinforcing mesh structure;
wherein the first portions and the second portions of the starter bar holders
are adapted to maintain the starter bars and reinforcing mesh structure in a
desirable relative position.
Preferably the formwork system includes spacer elements for spacing base
portions of the starter bars above the ground such that in use the base
portions of the starter bar holders restrain movement of the starter bars
relative to the reinforcing mesh structure at positions spaced away from the
reinforcing mesh structure
According to a third aspect of preferred embodiments herein described there
is provided a formwork holder comprising:
a first portion for receiving an elongate formwork element; and
a second portion extending from the first portion for engaging a planar
formwork arrangement to hold the elongate formwork element and planar
formwork arrangement in relative position when the formwork element is
received by the first portion.
According to a fourth aspect of preferred embodiments herein described
there is provided a formwork restraint for a plurality of starter bars comprising:
a body having a plurality of connection elements spaced therealong; the
connection elements each defining an opening for receiving a corresponding
starter bar.
According to a fifth aspect of preferred embodiments herein described there
is provided a method of providing a reinforced concrete structure, the method
comprising:
providing a plurality of starter bars; a reinforcing mesh structure and a
plurality offormwork restraints; and
coupling first portions and second portions of the formwork restraints with the
starter bars and reinforcing mesh structure respectively;
wherein the first portions are positioned to restrain relative movement of the
starter bars and the reinforcing mesh structure.
According to a sixth aspect of the preferred embodiments herein described
there is provided a support for a starter bar system comprising: a first
member and a second member, with a third member therebetween; wherein
the first and second members are adapted to support a mesh above the
ground and the third member is adapted to support a starter bar.
According to a seventh aspect of the preferred embodiments herein
described there is provided a formwork restraint adapted to be positioned on
a starter bar to engage horizontally extending formwork bars therebelow.
Preferred embodiments of the present invention are considered to provide a
number of advantageous systems and methods including:
(i) A formwork restraint that holds a starter bar in a vertical position during a
concrete pour;
(ii) A formwork restraint that allows a starter bar to be inserted through a hole
in a holder and for lower clips to be clipped onto a trench mesh to provide a
relatively stable cradle during a concrete pour;
(iii) A formwork restraint that restrains a starter bar an advantageous distance
above a trench mesh and which then extends downwardly to support a
number of parallel bars of the trench mesh in a single slot;
(iv) A formwork restraint that holds starter bars at relatively equal spacings
during a concrete pour; and
(v) A formwork restraint system that allows for the ready placement and
alignment of starter bars relative to a trench mesh where each starter bar is
relatively positioned at three locations.
It is to be recognised that other preferred forms and preferred advantages of
the present invention will be apparent from the drawings and detailed
description, along with the claims provided herebelow.
BRIEF DESCRIPTION OF DRAWINGS
In order to facilitate a better understanding of the present invention, several
preferred embodiments of the present invention will now be described with
reference to the accompanying drawings, in which:
Figure 1 is a perspective view of a formwork restraint according to a first
preferred embodiment of the present invention;
Figure 2 is a perspective view of the formwork restraint shown in Figure 1,
with the formwork restraint fitted to a starter bar and a trench mesh;
Figure 3 is a perspective view of a formwork system according to a second
preferred embodiment of the present invention;
Figure 4 is a top view of a formwork restraint according to a third preferred
embodiment of the present invention, the formwork restraint of Figure 4 also
being shown in Figure 3;
Figure 5 is a side view of a formwork restraint according to a fourth preferred
embodiment of the present invention;
Figure 6 is a fop view of the formwork restraint shown in Figure 5; and
Figure 7 is an illustrative view of a method according to a fifth preferred
embodiment of the present invention;
Figure 8 is a perspective view of a formwork restraint according to a further
preferred embodiment; and
Figures 9 to 11 are engineering drawings showing possible measurements
and relatively sizings of several of the preferred embodiments.
DETAILED DESCRIPTION OF THE DRAWINGS
Referring to Figure 1 there is illustrated a formwork restraint 10 according to a
first preferred embodiment of the present invention. The formwork restraint 10
is further illustrated in Figure 2 as advantageously maintaining a desirable
relationship between a reinforcement bar 12 and a reinforcing formwork
arrangement 14. In the embodiment, the reinforcement bar 12 is provided as
a starter bar 16 and the reinforcing formwork arrangement 14 is provided as a
trench mesh 18.
The formwork restraint 10 includes a restraint portion 20 for receiving the
starter bar 16. The restraint portion 20 comprises a body 24 having a top
portion 26 and a lower portion 28. The top portion 26 is reduced in diameter
in comparison to the lower portion 28. The top portion 26 has an outer
diameter of 40mm and an inner diameter of 12mm. The inner diameter of
12mm is defined by a passage 27 that extends through the body 24. The
passage 27 is adapted to receive the starter bar 16 which has a diameter of
about 11mm. In order to accommodate starter bars of a different diameter a
narrower passage 27 may be used. Other forms of restraint portion 20 are
envisaged.
The formwork restraint 10 includes a support portion 36 that is adapted to
connect the restraint portion 20 to the mesh .18, as shown in Figure 2. The
mesh 18, in this embodiment, is provided as a series of overlay ed
reinforcement bars 38 that are welded together and supported on spacers
(not shown) disposed on the ground. The mesh 18 is provided as an integral
welded mesh that is manufactured as a sheet.
The support portion 36 of the formwork restraint 10 comprises three arms 40
including a first arm 42, a second arm 44 and a third arm 46. Each of the
three arms 40 is formed from flexible plastics material. The restraint portion
and support portion 36 are formed in one piece and are able to
advantageously withstand the pressure of a concrete pour.
Each of the arms 42, 44, 46 includes a releasable connector 48 for
connecting each of the corresponding arms to the mesh 18. Each releasable
connector 48 is provided in the form of a clip 50 having an internal diameter
of 11mm to firmly engage and connect with the bars of the mesh 18. As
indicated above, the restraint portion 20, and the arms 42, 44 ,46 (including
the releasable connectors 48) are integrally formed in one piece. This
advantageously assists with ensuring that the formwork restraint 10 is able to
withstand the pressure of a concrete pour, when connected to the starter bar
16 and mesh 18.
In this embodiment, each of the arms 42, 44, 46 are of the same fixed length
and connect to the mesh structure 18 at similarly spaced locations 56, 58, 62.
Other embodiments may have arms of different length and be suited to
different circumstances. As shown in Figure 2, the arm 42 engages a first bar
64, the arm 44 engages a second bar 66 and the arm 46 engages an
intermediate bar 68 therebetween.
In operation a person constructing the formwork connects the clips 50 to the
bars 64, 66, 68. The length of the three arms 40 ensures that they are
suitably positioned. The three arms 40, by their resilient nature, ensure that
support portion 36 provides a spacer that serves to space the restraint portion
at least a predetermined distance 69 laterally away from reinforcing mesh
structure 18. It is presently preferred that the length of each of the arms 42,
44 and 46 is between about 250mm and 400mm and that the distance 69 is
between 350mm and 400mm. In the present embodiment the length of the
arms 42, 44 and 46 is about 330mm. Other lengths are of course possible.
By spacing the the restraint portion 20 away from the mesh structure 18,
using the arms 40, the formwork restraint 10 is able to advantageously
maintain the alignment of the
reinforcement bar 12 during a concrete pour. The three elongate arms 42, 44
and 46 and the restraint portion 20 accordingly maintain a desirable
relationship between the starter bar 16 and the mesh 18, when the starter bar
16 is received in the restraint portion 20 as shown in Figure 2. In this
embodiment the lower bend 67 of starter bar 16 is supported by a trench
chair (not shown).
When laying a foundation in a trench, the use of a number offormwork
restraints 10 is considered to be particularly advantageous to improve the
formwork alignment and provide significant labour savings. This is especially
the case in comparison to conventional techniques including those using thin
wire to tie the starter bar 16 to the mesh 18 to hold the mesh 18 in position
above the ground. Depending upon the circumstances, with the use of a
number offormwork restraints 10, it may be possible to ' support the mesh 18
from the starter bar 16, without having to use spacers to directly support the
mesh 18 from the ground.
Referring to Figure 3 there is shown a formwork system 70 according to a
second preferred embodiment of the present invention. The formwork system
70 advantageously maintains the position of a plurality of starter bars 72
relative to a reinforcing mesh structure 74. The formwork system 70 is used
to provide a reinforced concrete foundation in an elongate trench 76.
The system includes starter bar holders 78 each having a first portion 82 for
receiving a corresponding one of the starter bars 72 and a second portion 84
that extends therefrom for connecting the corresponding starter bar 72 to the
reinforcing mesh structure 74. The first portions 82 and the second portions
84 of the starter bar holders 78 are adapted to maintain the starter bars 72
and the reinforcing mesh structure 74 in a desirable aligned relationship as
shown in Figure 3.
The starter bars 72 are provided as right angled starter bars having
horizontally extending base portions 86. In the formwork system 70, the base
portions 86 of the starter bars 72 are supported by spacers (not shown) that
are positioned on the ground on the bottom of the trench 76. Relative to the
mesh structure 74, the starter bars 72 are restrained by the spacers (not
shown) and the first portions 82 of the starter bar holders 78. The first
portions 82 restrain the starter bars 72 at positions spaced away from the
mesh structure 74.
The formwork system 70 includes at least one formwork restraint 94. The
formwork restraint 94 forms a further preferred embodiment of the present
invention and is further illustrated in Figure 4. The formwork restraint 94 is
advantageously adapted to hold four starter bars as shown in Figure 3. The
formwork restraint 94 comprises an elongate body 96 having four connection
elements 98 spaced at regular intervals along the elongate body 96.The
connection elements 98 each define an opening 100 that is adapted for
receiving a starter bar. In the formwork system 70 the formwork restraint 94 is
used to assist with maintaining the spacing of the starter bars 72 at regular
intervals of about 400mm. The arrangement of Figure 4 is considered to be
advantageous.
Referring to Figure 5 there is shown a formwork restraint 110 according to a
fourth preferred embodiment of the present invention. The formwork restraint
110 advantageously supports a right angled starter bar 112.
In the embodiment, there is provided a restraint portion 114 and a support
portion 116. As shown in Figure 6, the restraint portion 1 14 defines a
passage 118 for receiving the starter bar 112. The walls of the passage 118
allow for the restraint portion 1 14 to be moved laterally over starter bar 112,
as opposed to having to be threaded therealong. This is considered to be
advantageous.
The support portion 116 is advantageously adapted to connect the restraint
portion 114 and the starter bar 112 to a formwork structure 120 to maintain
alignment between the starter bar 112 and the formwork structure 120.
As shown in Figure 6, the support portion 116 comprises a first securing
portion 122 and second securing portion 124. The securing portions 122,124
both include an extending portion 126 and an elongate U shaped slot 128.
Each extending portion 126 extends outwardly and downwardly away from
the restraint portion 114 and bends to extend into each corresponding U
shaped slot portion 128. The form and arrangement of the first and second
securing portions 122, 124 is shown in Figures 5 and 6. The first and second
securing portions 122, 124 form a V shaped section 130 (Figure 6) and a C
shaped section 132 (Figure 5). Each U shaped slot 128 includes a closed end
134 and an open end 136. Between the closed ends 134 and the open ends
136 each U shaped slot 128 includes an upper elongate member 138 and a
lower elongate member 140 which defines a securing slot 142 therebetween.
Each of the first and second securing portions 122, 124 include an a closure
portion 144 at their corresponding open ends 136 on their lower elongate
members 140. The closure portions 144 are moveable between an open and
closed condition to allow three substantially parallel bars 146 of the mesh
structure 120 to be received in and extend between the two securing slots
140. Both slots 128 engage both sides of the bars 146.
The first and second securing portions 122, 124 operate to hold the three
bars 146 during a concrete pour. Movement of the bars 146 within the slots
120 is restrained by the closed end 134 and the closure portions 144. The
closure portions 144 are biased towards a closed condition by virtue of the
lower elongate members 138 being made from resilient plastics material.
Figures 5 and 6 also illustrate a support 150 according to a further preferred
embodiment of the present invention. The support 150 includes a first
member 154 and a second member 156 connected by a third member 158.
The third member 158 is adapted to support the starter bar 112 below the
three bars 146 that extend over the starter bar 1 12. The three bars 146 are
supported by the first member 184 and the second member 186 with the third
member 158 providing a holder 160 for the starter bar 112. In this
embodiment the holder 160 comprises a depression 162 shaped to receive
the starter bar 112. The support 150 is considered to be advantageous for the
reasons that it can support a trench mesh and starter bar at one location.
Referring to Figure 7 there is shown a method 170 of providing a reinforced
concrete structure, according to another embodiment of the present
invention. At block 172 the method comprises providing a plurality of starter
bars 174, a mesh 176, a plurality offormwork restraints 178 and a plurality of
spacers 180. At block 182 the starter bars 174 are placed underneath the
mesh 176 within a trench. This serves to hold the mesh 176 in place.
Concrete is then poured into the trench. At block 184, once the required
amount of concrete has been poured, another mesh layer is positioned and
another layer of
concrete is poured. In the method 170, the starter bars 174 are fixed in
position using the spacers 180 to hold the right angled base portions of
starter bars 174 above the ground. The starter bars 174 are positioned
relative to the mesh 176 using the formwork restraints 178 and are regularly
spaced using further formwork restraints 186. Advantageously the starter
bars 174 are fixed by being held at three locations. This is considered to be
beneficial in withstanding the pressure applied by the concrete as it is poured
into the trench.
Referring to Figure 8 there is shown a further embodiment in the form of a
formwork restraint 200. The formwork restraint 200 includes a connector 202
for attaching to formwork bars 204. The connector 202 includes a first
connector 206 provided as a pair of snap connectors 208 as well as a second
connector 210 provided as a par of snap connectors 212. The first connector
206 is arranged to snap onto a formwork bar 214. The second connector 210
is arranged to snap onto a formwork bar 216. As shown the releasable
connector 202 is adapted to snap to the formwork bar 214 and the formwork
bar 216 so as to span four formwork bars 204. This is considered to provide
the formwork restraint 200 with advantageous stability.
The formwork restraint 200 advantageously comprises a single unitary body
218 formed from plastics material, where the body 218 is formed in a single
mould. The releasable connector 202 is provided by a base portion 220 for
supporting an extension 222 for assisting with maintaining an L-shaped
starter bar 224 in an upright condition 226.
In this embodiment the extension 222 provides an upper portion 228 through
which the upright portion 232 of the starter bar 224 can extend. The upper
portion 228 extends upwardly from the base portion 220 and is
advantageously configured to limit movement of the upright portion 232 of the
starter bard 224 to the extent of a channel 236 provided by the upper portion
228.
The base potion 220 advantageously provides a lower portion 238 through
which a horizontal portion 240 of the starter bar 224 can extend. The lower
portion 238 is advantageously configured to limit movement of the portion
240 to movement within a channel 242. The channels 236 and 242 provide
openings within the body 218 for restraining the starter bar 224.
In order to fix the formwork restraint 220 in position, the formwork restraint
220 is slid down the portion 232 of the starter bar 224 to engage the
formwork bars 204 and receive and restrain the horizontal portion 240 of the
starter bar 224.
Figures 9 to 1 1 provide engineering drawings showing measurements and
dimensions and relative sizing of components of several of the preferred
embodiments described above. Other embodiments, sizings and so forth are,
of course possible.
It will be recognised that the embodiments described, as shown in the
accompanying drawings, provide a number of advantages including:
(I) The ability to maintain a desirable relationship between a starter bar and a
mesh in a formwork system where the starter bar is restrained a
predetermined distance away from the mesh.
(ii) The ability to support both a starter bar and mesh in relative position for a
concrete pour in a trench mesh environment, where the starter bars are
spaced at regular intervals along the mesh.
(iii) A method of readily positioning starter bars relative to a mesh in a trench
where the starter bars are restrained at a first location with respect to the
mesh, a further location above the mesh, and a further location below the
mesh.
It is to be recognised that various alterations and equivalent forms may be
provided without departing from the spirit and scope of the present invention.
This includes modifications within the scope of the appended claims along
with all modifications, alternative constructions and equivalents.
In the present specification, the presence of particular features does not
preclude the existence of further features. The words "comprising",
"including" and "having" are to be construed in an inclusive rather than an
exclusive sense.
THE
Claims (9)
1. A formwork restraint for a reinforcement bar comprising: a restraint portion for receiving the reinforcement bar; and a support portion adapted to connect the restraint portion to a reinforcing formwork arrangement to maintain a desirable relationship between the reinforcement bar and the reinforcing formwork arrangement when the reinforcement bar is received by the restraint; wherein the support portion comprises at least three elongate arms being positioned and peripherally spaced between the restraint portion and the reinforcement formwork arrangement; wherein the elongate arms space the restraint portion from the restraint link arrangement and at least one of the arms having a clip for clipping the corresponding arm to a bar of the restraint link arrangement.
2. A formwork restraint as claimed in claim 1 wherein the support portion comprises a spacer for spacing the restraint portion at least a predetermined distance laterally away from the reinforcing formwork arrangement.
3. A formwork restraint as claimed in claim 1 or 2 wherein the support portion comprises a releasable connector for connecting the restraint portion to the reinforcing formwork arrangement.
4. Aformwork restraint as claimed in any one of claims 1 to 3 wherein the three elongate arms each having a clip for clipping the corresponding arm to a bar of the reinforcing formwork arrangement.
5. A formwork restraint as claimed in any one of claims 1 to 3 wherein the support portion comprises a securing portion having a first slot adapted to receive and hold at least two substantially parallel bars of the reinforcing formwork arrangement in the first slot.
6. A formwork restraint as claimed in claim 5 wherein the securing portion comprises a second slot spaced apart from the first slot such that the first and second slots are both adapted for receiving and holding the at least two substantially parallel bars of the formwork arrangement either side of the reinforcement bar when the reinforcement bar is received by the restraint.
7. A formwork restraint as claimed in claim 5 or 6 wherein the securing portion is biased toward maintaining the or each slot in a closed condition for preventing movement of the at least two substantially parallel bars of the reinforcing formwork out of the slot.
8. A formwork restraint as claimed in any one of claims 5 to 7 wherein the securing portion includes a closure that is moveable between a first condition and a second condition, at an open end of the or each slot.
9. A formwork restraint substantially as herein described with reference to the accompanying drawings.
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AU2011901864 | 2011-05-16 | ||
AU2011901864A AU2011901864A0 (en) | 2011-05-16 | Formwork restraint | |
PCT/AU2012/000777 WO2012155217A1 (en) | 2011-05-16 | 2012-06-29 | Formwork restraint |
Publications (2)
Publication Number | Publication Date |
---|---|
NZ617663A true NZ617663A (en) | 2016-01-29 |
NZ617663B2 NZ617663B2 (en) | 2016-05-03 |
Family
ID=
Also Published As
Publication number | Publication date |
---|---|
WO2012155217A8 (en) | 2013-12-19 |
WO2012155217A1 (en) | 2012-11-22 |
US20210310246A1 (en) | 2021-10-07 |
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