CN203531381U - Temporary hanging and supporting device used for steel bar truss formworks - Google Patents
Temporary hanging and supporting device used for steel bar truss formworks Download PDFInfo
- Publication number
- CN203531381U CN203531381U CN201320597506.6U CN201320597506U CN203531381U CN 203531381 U CN203531381 U CN 203531381U CN 201320597506 U CN201320597506 U CN 201320597506U CN 203531381 U CN203531381 U CN 203531381U
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- CN
- China
- Prior art keywords
- wire rope
- bar truss
- steel
- steel wire
- mould plate
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- Expired - Fee Related
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Abstract
The utility model relates to a temporary hanging and supporting device used for steel bar truss formworks. The temporary hanging and supporting device has the advantages of being capable of saving a large mount of manpower and a large number of material resources, enabling materials to be conveniently and rapidly circulated, and being short in construction cycle and obvious in economical benefit. The temporary hanging and supporting device used for the steel bar truss formworks comprises a supporting steel piece arranged below the formworks, and hanging assemblies are connected to the supporting steel piece at L intervals. Each hanging assembly comprises a steel wire rope a, a connecting piece and a steel wire rope b, wherein the steel wire rope a penetrates through the corresponding formwork to be connected with the supporting steel piece, the connecting piece and the steel wire rope b are arranged above the corresponding formwork, the steel wire rope a is connected with one end of the connecting piece, the middle portion of the steel wire rope b is connected with the other end of the connecting piece, and the two ends of the steel wire rope b are connected to two fixed beams located above the corresponding formwork.
Description
Technical field
The utility model relates to a kind of bracing or strutting arrangement of reinforcement bar truss mould plate, belongs to building operations auxiliary equipment field.
Background technology
During the construction of reinforcement bar truss mould plate, have one maximum without supporting span, surpass to set without supporting span, template without support place in cast vibrated concrete process can produce downwarp, for avoiding the downwarp of template, must be before building floorslab concrete, at the together reliable temporary supporting of template span centre setting.
At present, reinforcement bar truss mould plate temporary supporting generally all adopts full hall scaffold formula to support, and on lower floor has constructed floor, sets up full hall scaffold, and top adopts adjustable jacking, be arranged vertically in flitch or the steel pipe upper support of reinforcement bar truss mould plate below and live template, this supporting way, needs a large amount of steel pipe scaffold and associated materials, also needs a large amount of manpowers, material turnover pressure is large, construction period is longer, and economic benefit is lower, cannot embody the economic advantages of reinforcement bar truss mould plate.
Utility model content
The technical problems to be solved in the utility model is to provide a kind of interim hanging bracing or strutting arrangement, for the supporting of reinforcement bar truss mould plate, can save a large amount of manpower materials, makes material turnover convenient and swift, shortens construction period, promotes economic benefit.
The utility model is for the interim hanging bracing or strutting arrangement of reinforcement bar truss mould plate, comprise the supporting steel that is placed in template below, on described supporting steel, every spacing L, be connected with a suspending assembly, described in each, suspending assembly comprises the wire rope a being connected with supporting steel through template, connector and the wire rope b that is positioned at template top, wire rope a is connected with one end of connector, the middle part of wire rope b is connected with the other end of connector, and the two ends of wire rope b are connected respectively on two clamped beams that are positioned at template top.
The utility model is for the interim hanging bracing or strutting arrangement of reinforcement bar truss mould plate, and wherein said connector adopts flower basket bolt.
The utility model is for the interim hanging bracing or strutting arrangement of reinforcement bar truss mould plate, and the two ends of wherein said wire rope b are all connected with clamped beam by jig, and described jig is connected on clamped beam, and the end of described wire rope b is connected on jig.
The utility model is for the interim hanging bracing or strutting arrangement of reinforcement bar truss mould plate, and wherein said spacing L is 2m.
The utility model is for the interim hanging bracing or strutting arrangement of reinforcement bar truss mould plate, and wherein said supporting steel adopts steel pipe.
The utility model for the interim hanging bracing or strutting arrangement difference from prior art of reinforcement bar truss mould plate be the utility model for the interim hanging bracing or strutting arrangement of reinforcement bar truss mould plate by being located at the supporting steel support shuttering of template below, and by many groups suspending assembly, supporting steel is upwards sling and is fixed on the clamped beam that is positioned at template top, simple in structure, material requested is less, saved artificial, shorten construction period, improved economic benefit.
Below in conjunction with accompanying drawing, the interim hanging bracing or strutting arrangement for reinforcement bar truss mould plate of the present utility model is described further.
Accompanying drawing explanation
Fig. 1 is that the utility model is for the front view of the interim hanging bracing or strutting arrangement of reinforcement bar truss mould plate;
Fig. 2 is that the utility model is for the top view of the interim hanging bracing or strutting arrangement of reinforcement bar truss mould plate.
The specific embodiment
As shown in Figure 1, 2, present embodiment comprises for the interim hanging bracing or strutting arrangement of reinforcement bar truss mould plate the supporting steel 2 that is placed in template 1 below, and present embodiment supporting steel adopts steel pipe, on supporting steel 2, every spacing L, is connected with a suspending assembly, and L is set to 2m.
Each suspending assembly comprises the wire rope a3 being connected with supporting steel 2 through template 1, be positioned at connector 4 and the wire rope b5 of template 1 top, the standard component flower basket bolt that connector 4 adopts on the market, wire rope a is connected with one end of flower basket bolt, the middle part of wire rope b is connected with the other end of flower basket bolt, the two ends of wire rope b are connected with the clamped beam 6 that is positioned at template 1 top by jig 7 respectively, jig 7 is provided with through hole, the end of wire rope b is through through hole and fixedly link on jig through dop, by the threaded adjusting bar adjustable steel wire rope a of rotation flower basket bolt and the distance between wire rope b, adapt to the distance between template and clamped beam, jig wherein, dop all can adopt the standard component being connected and fixed for wire rope on the market.
Above-described embodiment is described preferred embodiment of the present utility model; not scope of the present utility model is limited; do not departing under the prerequisite of the utility model design spirit; various distortion and improvement that those of ordinary skills make the technical solution of the utility model, all should fall in the definite protection domain of the utility model claims.
Claims (5)
1. the interim hanging bracing or strutting arrangement for reinforcement bar truss mould plate, it is characterized in that: comprise the supporting steel (2) that is placed in template (1) below, described supporting steel (2) is upper is connected with a suspending assembly every spacing L, described in each, suspending assembly comprises the wire rope a(3 being connected with supporting steel through template), be positioned at connector (4) and the wire rope b(5 of template top), wire rope a(3) be connected with one end of connector (4), wire rope b(5) middle part is connected with the other end of connector (4), wire rope b(5) two ends are connected respectively on two clamped beams (6) that are positioned at template top.
2. the interim hanging bracing or strutting arrangement for reinforcement bar truss mould plate according to claim 1, is characterized in that: described connector (4) adopts flower basket bolt.
3. the interim hanging bracing or strutting arrangement for reinforcement bar truss mould plate according to claim 1, it is characterized in that: two ends described wire rope b(5) are all connected with clamped beam (6) by jig (7), described jig (7) is connected on clamped beam, described wire rope b(5) end be connected on jig (7).
4. according to the interim hanging bracing or strutting arrangement for reinforcement bar truss mould plate described in claims 1 to 3 any one, it is characterized in that: described spacing L is 2m.
5. the interim hanging bracing or strutting arrangement for reinforcement bar truss mould plate according to claim 4, is characterized in that: described supporting steel (2) adopts steel pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320597506.6U CN203531381U (en) | 2013-09-23 | 2013-09-23 | Temporary hanging and supporting device used for steel bar truss formworks |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320597506.6U CN203531381U (en) | 2013-09-23 | 2013-09-23 | Temporary hanging and supporting device used for steel bar truss formworks |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203531381U true CN203531381U (en) | 2014-04-09 |
Family
ID=50417605
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320597506.6U Expired - Fee Related CN203531381U (en) | 2013-09-23 | 2013-09-23 | Temporary hanging and supporting device used for steel bar truss formworks |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203531381U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108277993A (en) * | 2018-01-08 | 2018-07-13 | 中国二十冶集团有限公司 | A kind of steel bar truss floor support plate hanging brace device and its assembling production method |
| CN108532968A (en) * | 2018-06-05 | 2018-09-14 | 上海绿地建设(集团)有限公司 | A kind of assembled support device of steel bar truss floor support plate composite floor system |
| CN113653315A (en) * | 2021-07-20 | 2021-11-16 | 中建科技有限公司华东分公司 | Truss plate pouring concrete upward-pulling soft support construction device and construction method thereof |
-
2013
- 2013-09-23 CN CN201320597506.6U patent/CN203531381U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108277993A (en) * | 2018-01-08 | 2018-07-13 | 中国二十冶集团有限公司 | A kind of steel bar truss floor support plate hanging brace device and its assembling production method |
| CN108532968A (en) * | 2018-06-05 | 2018-09-14 | 上海绿地建设(集团)有限公司 | A kind of assembled support device of steel bar truss floor support plate composite floor system |
| CN113653315A (en) * | 2021-07-20 | 2021-11-16 | 中建科技有限公司华东分公司 | Truss plate pouring concrete upward-pulling soft support construction device and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140409 Termination date: 20180923 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |