CN202047591U - Reinforcing steel bar truss template - Google Patents
Reinforcing steel bar truss template Download PDFInfo
- Publication number
- CN202047591U CN202047591U CN2011201054706U CN201120105470U CN202047591U CN 202047591 U CN202047591 U CN 202047591U CN 2011201054706 U CN2011201054706 U CN 2011201054706U CN 201120105470 U CN201120105470 U CN 201120105470U CN 202047591 U CN202047591 U CN 202047591U
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- CN
- China
- Prior art keywords
- steel bar
- reinforcing steel
- reinforcing bar
- suspension rod
- bed die
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- Expired - Fee Related
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Abstract
The utility model provides a reinforcing steel bar truss template, which comprises a reinforcing steel bar truss and a bottom die connected at the bottom of the reinforcing steel bar truss. The reinforcing steel bar truss comprises a horizontal upper chord reinforcing steel bar and a horizontal lower chord reinforcing steel bar, and a web member reinforcing steel bar is welded between the upper chord reinforcing steel bar and the lower chord reinforcing steel bar. The reinforcing steel bar truss template is characterized in that reinforcing steel bar suspenders perpendicular downwardly are fixed on the upper chord reinforcing steel bar and extend out of a bottom template, the bottom template is provided with holes for the reinforcing steel bar suspenders to penetrate through correspondingly, the holes of the bottom template are sealed through sealant, and the length of each reinforcing steel bar extending out of the bottom template is smaller than the height of the reinforcing steel bar truss. A ceiling is mounted only by connecting suspenders of the ceiling and the reinforcing steel bar suspenders of the reinforcing steel bar truss template, so that operation is simple, convenient and labor-saving.
Description
Technical field
The utility model belongs to building field, relates to a kind of reinforcement bar truss mould plate.
Background technology
Reinforcing bar in the floor is processed into steel bar girder, steel bar girder and bed die is linked into an integrated entity again, promptly form reinforcement bar truss mould plate, wherein the truss of reinforcing bar formation bears the load of construction period, and bed die is held newly placed concrete.This reinforcement bar truss mould plate is common in the construction of steel work flooring.
Because the construction of this steel work flooring is between two girder steels reinforcement bar truss mould plate to be set, and directly carries out the concrete casting build floor then,, so during building finishing, often need under reinforcement bar truss mould plate, hang ceiling below without formwork.Way of the prior art is to hole on bed die, then the ceiling suspension rod is fixed in the concrete on the bed die; But because the hardness of bed die big (its material is generally galvanized steel plain sheet), and concrete poured into a mould and finished, thereby boring work is difficult to carry out.
For this reason, need provide a kind of improved reinforcement bar truss mould plate, to address the above problem.
Summary of the invention
The purpose of this utility model is to provide a kind of reinforcement bar truss mould plate, and it can make things convenient for the installation of ceiling, and is simple to operate.
For achieving the above object, the utility model adopts following technical scheme:
A kind of reinforcement bar truss mould plate, comprise steel bar girder and the bed die that is connected described steel bar girder bottom, described steel bar girder comprises the wind up reinforcing bar and the lower edge reinforcing bar of level, be welded with the web member reinforcing bar described winding up between reinforcing bar and the described lower edge reinforcing bar, it is characterized in that: on the described reinforcing bar that winds up, be fixed with reinforcing bar suspension rod vertically downward, described reinforcing bar suspension rod stretches out outside the described bed die, on described bed die, correspondingly be provided with the hole of passing for described reinforcing bar suspension rod, hole on the described bed die seals by fluid sealant, and described reinforcing bar suspension rod stretches out the height of the length of described bed die less than described steel bar girder.
The beneficial effects of the utility model are: owing to the reinforcing bar suspension rod that is fixed with on steel bar girder vertically downward, the reinforcing bar suspension rod stretches out outside the bed die, when ceiling is installed, as long as the suspension rod of ceiling is overlapped with the reinforcing bar suspension rod of reinforcement bar truss mould plate or be connected just passable, time saving and energy saving, easy to operate.
Description of drawings
Fig. 1 is the longitudinal plan of an embodiment of the utility model reinforcement bar truss mould plate.
Fig. 2 is the drawing in side sectional elevation of an embodiment of the utility model reinforcement bar truss mould plate.
The specific embodiment
Below in conjunction with accompanying drawing, introduce preferred embodiment of the present utility model in detail.
As shown in Figure 1, the reinforcement bar truss mould plate of this embodiment comprises steel bar girder 20 and the bed die 10 that is connected steel bar girder 20 bottoms.Wherein, steel bar girder 20 comprises that wind up reinforcing bar 26 and the whole steel bar girder of lower edge reinforcing bar 25(of level have many wind up reinforcing bar and lower edge reinforcing bars, the vertical section that only shows a part herein), be welded with web member reinforcing bar 27(between reinforcing bar 26 and the lower edge reinforcing bar 25 and all be welded with the web member reinforcing bar in the both sides of the reinforcing bar that winds up as shown in Figure 2 winding up), the web member reinforcing bar is welded in with all becoming to intersect shape on vertical section and the cross section and winds up between reinforcing bar and the lower edge reinforcing bar.In addition, also have passive bearing to erect muscle 20,24, and bearing horizontal bar 22,24.
As shown in Figure 1, then be welded with a reinforcing bar suspension rod (label 31,32,33) every certain distance on the reinforcing bar 26 that winds up, the number of the reinforcing bar suspension rod of welding and spacing are to each other decided on design and condition of construction on the whole steel bar girder 20.Every reinforcing bar suspension rod all stretches out outside the bed die 10, correspondingly is provided with the hole of passing for the reinforcing bar suspension rod on bed die 10, and the hole on these bed dies seals by fluid sealant, so that concrete pouring.The length of every reinforcing bar suspension rod is the same, can guarantee that like this length that they stretch out is the same; And the reinforcing bar suspension rod stretches out the height of the length of bed die less than steel bar girder, like this when steel bar girder stacking transportation, when storing, the reinforcing bar suspension rod just can reach in the next truss and the template that can not push up next truss.
After reinforcement bar truss mould plate installs, promptly with the hole sealing on the sealing rubber cement bed die, carry out concrete cast then, form floor, the reinforcing bar suspension rod stretches out a segment length from underfloor; When ceiling is installed, only needs suspension rod with ceiling to be overlapped on the reinforcing bar suspension rod and get final product, can adopt welding manner in the practice or use smallpox to press from both sides or any overlapping mode of the prior art.
In a preferred embodiment, adopting smallpox to press from both sides installs, this smallpox folder comprises vertical plate and is connected two junction plates on the same panel of vertical plate, the three forms " K " shape, elastic component (being similar to the elastic component in the daily used clothing folder) is set between two chain connecting plates, elastic component applies active force to two junction plates, makes two junction plates that trend away from the other side be arranged, and is provided with the hole on two junction plates.During installation, with hand two junction plates of smallpox folder are being pinched to level earlier, then the reinforcing bar suspension rod is put in the hole of a junction plate, the ceiling suspension rod is put in the hole of another junction plate, unclamp hand then, reinforcing bar suspension rod and smallpox suspension rod just are stuck under the active force of elastic component in the hole on the junction plate, realize overlap joint.
What more than disclose only is preferred embodiment of the present utility model, can not limit scope of the present utility model with this certainly.Any conversion or replacement for technical solutions of the utility model are all in protection domain of the present utility model.
Claims (1)
1. reinforcement bar truss mould plate, comprise steel bar girder and the bed die that is connected described steel bar girder bottom, described steel bar girder comprises the wind up reinforcing bar and the lower edge reinforcing bar of level, be welded with the web member reinforcing bar described winding up between reinforcing bar and the described lower edge reinforcing bar, it is characterized in that: on the described reinforcing bar that winds up, be fixed with reinforcing bar suspension rod vertically downward, described reinforcing bar suspension rod stretches out outside the described bed die, on described bed die, correspondingly be provided with the hole of passing for described reinforcing bar suspension rod, hole on the described bed die seals by fluid sealant, and described reinforcing bar suspension rod stretches out the height of the length of described bed die less than described steel bar girder.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201054706U CN202047591U (en) | 2011-04-12 | 2011-04-12 | Reinforcing steel bar truss template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201054706U CN202047591U (en) | 2011-04-12 | 2011-04-12 | Reinforcing steel bar truss template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202047591U true CN202047591U (en) | 2011-11-23 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011201054706U Expired - Fee Related CN202047591U (en) | 2011-04-12 | 2011-04-12 | Reinforcing steel bar truss template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202047591U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103015713A (en) * | 2012-11-28 | 2013-04-03 | 泰兴市第一建筑安装工程有限公司 | High-altitude-spanned steel reinforced concrete truss template |
| CN103352564A (en) * | 2013-07-18 | 2013-10-16 | 上海建工集团股份有限公司 | Horizontally-structured framework system and construction method |
| CN103572961A (en) * | 2012-08-06 | 2014-02-12 | 悳信Housing | Spacer for stripping deck |
| CN105040980A (en) * | 2015-06-17 | 2015-11-11 | 中国能源建设集团广西水电工程局有限公司 | Method for continuous lifting construction of concrete complex structure |
| CN107201796A (en) * | 2017-07-20 | 2017-09-26 | 浙江之江工程项目管理有限公司 | A kind of truss plate |
| CN107217777A (en) * | 2017-07-17 | 2017-09-29 | 深圳市建艺装饰集团股份有限公司 | A kind of large space steel skeleton grid suspended ceiling converting support structure and construction method |
-
2011
- 2011-04-12 CN CN2011201054706U patent/CN202047591U/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103572961A (en) * | 2012-08-06 | 2014-02-12 | 悳信Housing | Spacer for stripping deck |
| CN103572961B (en) * | 2012-08-06 | 2014-11-26 | 悳信Housing | Spacer for stripping deck |
| CN103015713A (en) * | 2012-11-28 | 2013-04-03 | 泰兴市第一建筑安装工程有限公司 | High-altitude-spanned steel reinforced concrete truss template |
| CN103015713B (en) * | 2012-11-28 | 2014-10-22 | 泰兴市第一建筑安装工程有限公司 | High-altitude-spanned steel reinforced concrete truss template |
| CN103352564A (en) * | 2013-07-18 | 2013-10-16 | 上海建工集团股份有限公司 | Horizontally-structured framework system and construction method |
| CN105040980A (en) * | 2015-06-17 | 2015-11-11 | 中国能源建设集团广西水电工程局有限公司 | Method for continuous lifting construction of concrete complex structure |
| CN105040980B (en) * | 2015-06-17 | 2017-05-17 | 中国能源建设集团广西水电工程局有限公司 | Method for continuous lifting construction of concrete complex structure |
| CN107217777A (en) * | 2017-07-17 | 2017-09-29 | 深圳市建艺装饰集团股份有限公司 | A kind of large space steel skeleton grid suspended ceiling converting support structure and construction method |
| CN107217777B (en) * | 2017-07-17 | 2023-11-28 | 深圳市建艺装饰集团股份有限公司 | Large-space steel skeleton grid suspended ceiling conversion supporting structure and construction method |
| CN107201796A (en) * | 2017-07-20 | 2017-09-26 | 浙江之江工程项目管理有限公司 | A kind of truss plate |
| CN107201796B (en) * | 2017-07-20 | 2019-03-19 | 浙江之江工程项目管理有限公司 | A kind of truss plate |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Guangzhou Construction Co., Ltd. Assignor: Guangzhou Construction Group Co Ltd|Guangzhou First Construction Engineering Co., Ltd. Contract record no.: 2012440000373 Denomination of utility model: Reinforcement bar truss mould plate and welding process Granted publication date: 20111123 License type: Exclusive License Record date: 20120711 |
|
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20111123 Termination date: 20130412 |