CN205822787U - Cast-in-place shear wall formwork reinforcement assembly - Google Patents
Cast-in-place shear wall formwork reinforcement assembly Download PDFInfo
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- CN205822787U CN205822787U CN201620567472.XU CN201620567472U CN205822787U CN 205822787 U CN205822787 U CN 205822787U CN 201620567472 U CN201620567472 U CN 201620567472U CN 205822787 U CN205822787 U CN 205822787U
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- China
- Prior art keywords
- shear wall
- cast
- frame group
- side form
- reinforcement assembly
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Abstract
This utility model relates to a kind of cast-in-place shear wall formwork reinforcement assembly, and it includes strengthening frame group that some intervals are installed on shear wall side form and each strengthening frame group is connected into holistic locking piece；Each strengthening frame group includes two triangular support brackets being separately positioned in shear wall side form respective side, described triangular support bracket includes the vertical rod abutting on shear wall side form, the bottom bar being supported on reinforced concrete structure plate face and connecting upright pole and the big diagonal brace of bottom bar, offering some upper and lower spaced through holes in described vertical rod, between respective side triangular support bracket, the split bolt by being arranged on through hole is fixed.The purpose of this utility model is to provide a kind of simple in construction, support firm cast-in-place shear wall formwork reinforcement assembly.The utility model has the advantage of: this utility model simple in construction, easy to operate, effectively shear wall side form can be supported, prevent the situation such as side form displacement, the mould that rises from occurring, it is ensured that construction quality.
Description
Technical field
This utility model relates to the realm of building construction, particularly a kind of cast-in-place shear wall formwork reinforcement assembly.
Background technology
Existing cast-in-place shear wall formwork reinforcement technology is that primary and secondary is stupefied to be connected with screw rod, fastener, is largely unsatisfactory for
Force request, during casting concrete, side form does not has fulcrum, is susceptible to displacement, rise the situations such as mould, causes structural solid quality to lack
Falling into, later stage rectification weakens structure, increases cost simultaneously, extends the duration.
Summary of the invention
The purpose of this utility model is to provide a kind of simple in construction, support firm cast-in-place shear wall formwork reinforcement group
Part.
The purpose of this utility model is achieved through the following technical solutions: a kind of cast-in-place shear wall formwork reinforcement assembly, its bag
Include strengthening frame group that some intervals are installed on shear wall side form and each strengthening frame group is connected into holistic locking piece；Respectively
Strengthening frame group includes two triangular support brackets being separately positioned in shear wall side form respective side, and described triangular support bracket includes reclining
Vertical rod on shear wall side form, the bottom bar being supported on reinforced concrete structure plate face and connecting upright pole and bottom bar big tiltedly
Support, described vertical rod offers some upper and lower spaced through holes, by being arranged in through hole between respective side triangular support bracket
On split bolt fix.
For prior art, the utility model has the advantage of: this utility model simple in construction, easy to operate, can
Effectively shear wall side form is supported, prevents the situation such as side form displacement, the mould that rises from occurring, it is ensured that construction quality.
Accompanying drawing explanation
Fig. 1 is the structural representation of this utility model a kind of cast-in-place shear wall formwork reinforcement Assemblies Example.
Fig. 2 is the side view of Fig. 1.
Fig. 3 is the structural representation of triangular support bracket.
Label declaration: 1 triangular support bracket, 1-1 vertical rod, 1-2 bottom bar, the big diagonal brace of 1-3,1-4 horizon bar, the little diagonal brace of 1-5,2-
1 locking bar, 2-2 right-angle coupler, 3 split bolts, 4 shear wall side forms, 5 reinforced concrete structure plate faces.
Detailed description of the invention
Below in conjunction with Figure of description and embodiment, this utility model content is described in detail:
The enforcement of a kind of cast-in-place shear wall formwork reinforcement assembly provided for this utility model as shown in Figure 1 to Figure 3 illustrates
It is intended to.
A kind of cast-in-place shear wall formwork reinforcement assembly, it includes the strengthening frame that some intervals are installed on shear wall side form 4
Group and each strengthening frame group is connected into holistic locking piece；
Each strengthening frame group includes two triangular support brackets 1 being separately positioned in shear wall side form 4 respective side, and described triangle props up
The bottom bar 1-2 that support 1 includes the vertical rod 1-1 abutting on shear wall side form 4, be supported on reinforced concrete structure plate face 5 with
And the big diagonal brace 1-3 of connecting upright pole 1-1 and bottom bar 1-2, described vertical rod 1-1 offers some upper and lower spaced through holes,
Between respective side triangular support bracket 1, the split bolt 3 by being arranged on through hole is fixed.
Described triangular support bracket 1 also includes little diagonal brace 1-5 and horizon bar 1-4；Described little diagonal brace 1-5 two ends are fixed respectively
In the middle part of vertical rod 1-1 and in the middle part of bottom bar 1-2；Described horizon bar 1-4 one end is fixed in the middle part of big diagonal brace 1-3, and the other end is fixed on
Vertical rod 1-1 and the junction of little diagonal brace 1-5.
Described locking piece includes the locking bar 2-1 extended along strengthening frame group cloth set direction and is fixed on by locking bar 2-1 big oblique
Right-angle coupler 2-2 on support 1-3.
Between the same side triangular support bracket 1, the locking bar 2-1 by more than two connects.
Spacing between each strengthening frame group is 1500mm.
Claims (5)
1. a cast-in-place shear wall formwork reinforcement assembly, it is characterised in that: it includes that some intervals are installed in shear wall side form (4)
On strengthening frame group and each strengthening frame group is connected into holistic locking piece；
Each strengthening frame group includes two triangular support brackets (1) being separately positioned in shear wall side form (4) respective side, and described triangle props up
Support (1) includes the vertical rod (1-1) abutting on shear wall side form (4), the end being supported on reinforced concrete structure plate face (5)
The big diagonal brace (1-3) of bar (1-2) and connecting upright pole (1-1) and bottom bar (1-2), described vertical rod (1-1) offers on some
Under spaced through hole, fixed by the split bolt (3) that is arranged on through hole between respective side triangular support bracket (1).
Cast-in-place shear wall formwork reinforcement assembly the most according to claim 1, it is characterised in that: described triangular support bracket (1)
Also include little diagonal brace (1-5) and horizon bar (1-4)；Described little diagonal brace (1-5) two ends be separately fixed at vertical rod (1-1) middle part and
Bottom bar (1-2) middle part；Described horizon bar (1-4) one end is fixed on big diagonal brace (1-3) middle part, and the other end is fixed on vertical rod (1-1)
Junction with little diagonal brace (1-5).
Cast-in-place shear wall formwork reinforcement assembly the most according to claim 1 and 2, it is characterised in that: described locking piece includes
Along strengthening frame group cloth set direction extend locking bar (2-1) and locking bar (2-1) is fixed on the right-angle coupler on big diagonal brace (1-3)
(2-2)。
Cast-in-place shear wall formwork reinforcement assembly the most according to claim 3, it is characterised in that: the same side triangular support bracket
(1) between, the locking bar (2-1) by more than two connects.
Cast-in-place shear wall formwork reinforcement assembly the most according to claim 4, it is characterised in that: between each strengthening frame group
Away from for 1500mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620567472.XU CN205822787U (en) | 2016-06-13 | 2016-06-13 | Cast-in-place shear wall formwork reinforcement assembly |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620567472.XU CN205822787U (en) | 2016-06-13 | 2016-06-13 | Cast-in-place shear wall formwork reinforcement assembly |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205822787U true CN205822787U (en) | 2016-12-21 |
Family
ID=57568791
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620567472.XU Active CN205822787U (en) | 2016-06-13 | 2016-06-13 | Cast-in-place shear wall formwork reinforcement assembly |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205822787U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107179001A (en) * | 2017-06-22 | 2017-09-19 | 中国五冶集团有限公司 | A kind of installation method of industrial coke oven flue side template |
| CN110552347A (en) * | 2019-10-14 | 2019-12-10 | 中国电建集团贵州工程有限公司 | Pile foundation construction template tool |
| CN112681731A (en) * | 2020-12-17 | 2021-04-20 | 中国十九冶集团有限公司 | Structure and method for mounting triangular reinforcing piece on cast-in-place concrete beam template |
-
2016
- 2016-06-13 CN CN201620567472.XU patent/CN205822787U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107179001A (en) * | 2017-06-22 | 2017-09-19 | 中国五冶集团有限公司 | A kind of installation method of industrial coke oven flue side template |
| CN110552347A (en) * | 2019-10-14 | 2019-12-10 | 中国电建集团贵州工程有限公司 | Pile foundation construction template tool |
| CN112681731A (en) * | 2020-12-17 | 2021-04-20 | 中国十九冶集团有限公司 | Structure and method for mounting triangular reinforcing piece on cast-in-place concrete beam template |
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|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |