CN205153504U - Detachable cantilever frame body base - Google Patents
Detachable cantilever frame body base Download PDFInfo
- Publication number
- CN205153504U CN205153504U CN201520888170.8U CN201520888170U CN205153504U CN 205153504 U CN205153504 U CN 205153504U CN 201520888170 U CN201520888170 U CN 201520888170U CN 205153504 U CN205153504 U CN 205153504U
- Authority
- CN
- China
- Prior art keywords
- cantilever frame
- base
- frame body
- body base
- plate
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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Abstract
The utility model relates to a detachable cantilever frame body base, this structure includes I -steel, end plate, splint, bolt, seal head plate, ground tackle, prestressing steel or steel strand wires, spacer bar head. Do the floor that cantilever frame personally experienced sth. Part of the body at needs, press splint bolt hole location during the main structure construction, reserving the bolt hole on the wall, then assemble encorbelment base and prestress application, guarantee that the base can stabilize. The utility model discloses an effect provides detachable cantilever frame body base, guarantees the base and can install fast to guarantee that follow -up cantilever frame can insert the construction fast, utilize water fang ping to replace traditional cantilever frame body to draw wire rope to one side to prestressing steel or steel strand wires, make subsequent handling construction convenience, simultaneously cantilever frame body base can dismantle, turnover, used repeatedly, reduce cost 50%.
Description
Technical field
The utility model relates to the utility model and relates to detachable support body base of encorbelmenting, for needing the basis of doing support body of encorbelmenting during high-building construction.
Background technology
Current city construction is maked rapid progress, and high building project increases increasingly.Support body of encorbelmenting is the common technology means providing job platform in high-building construction, common support body base mode is for doing anchor measure after i iron of encorbelmenting, execute man-hour requirement at overhang layer pre-buried " U " type built-in fitting, i iron end of encorbelmenting needs to be equipped with wire rope inclined-pulling simultaneously.The usual i iron of this mode is divided into anchoring section and encorbelments disconnected, and the i iron length of needs is longer, and built-in fitting reinforcing bar can not reuse, and causes waste of material.The utility model relates to detachable support body base of encorbelmenting, and can to encorbelment support body base by rapid-assembling, take the duration less after construction layer completion, and this support body base of encorbelmenting can be dismantled turnover and uses simultaneously, saves material, reduces expense.
Summary of the invention
For deficiency structural in prior art, the purpose of this utility model is to provide a kind of detachable support body base of encorbelmenting, and be beneficial to solve tradition and encorbelment the consumption of support body submount material greatly, set-up time length and oblique pull wire rope affect the problem of operative.
For achieving the above object, the utility model provides a kind of detachable support body base of encorbelmenting, wherein: this base includes i iron, end plate, clamping plate, bolt, head plate, ground tackle, prestressed reinforcement or steel strand, spacer bars head.One end of described i iron of encorbelmenting is connected with end plate, the other end is connected with head plate, the encorbelment top of i iron is connected with spacer bars head, by bolt, end plate and clamping plate are tightened on shear wall or Vierendeel girder, formation is encorbelmented support body base, and by preformed hole on the bolt hole on end plate, clamping plate, head plate and shear wall or Vierendeel girder, through prestressed reinforcement or steel strand, at prestressed reinforcement or steel strand two ends, ground tackle is installed.
Effect of the present utility model is the utility model effect is preformed hole on overhang layer shear wall or structure side bar, after treating concreting, ensures that base can Fast Installation, to ensure that follow-up suspension scaffold body can quick insertion construction; Utilize water Fang Ping to replace tradition to encorbelment support body oblique rollering steel silk rope to prestressed reinforcement or steel strand, make subsequent handling easy construction; Support body base of simultaneously encorbelmenting can be dismantled flexibly, has enough to meet the need, reuse, and reduces costs 50%.
Accompanying drawing explanation
Fig. 1 is detachable support body base schematic diagram of encorbelmenting of the present utility model.
In figure:
1, to encorbelment i iron 2, end plate 3, clamping plate 4, bolt 5, head plate 6, ground tackle
7, prestressed reinforcement or steel strand 8, spacer bars head 9, support body of encorbelmenting
10, shear wall or Vierendeel girder
Detailed description of the invention
By reference to the accompanying drawings and embodiment detachable support body understructure of encorbelmenting of the present utility model is illustrated.
Detachable support body understructure of encorbelmenting of the present utility model is that this base includes i iron 1 of encorbelmenting, end plate 2, clamping plate 3, bolt 4, head plate 5, ground tackle 6, prestressed reinforcement or steel strand 7, spacer bars head 8.
One end of described i iron 1 is connected with end plate 2, the other end is connected with head plate 5, the encorbelment top of i iron 1 is connected with spacer bars head 8, by bolt 4, end plate 2 and clamping plate 3 are tightened on shear wall or Vierendeel girder 10, formation is encorbelmented support body base, and by preformed hole on the bolt hole on end plate 2, clamping plate 3, head plate 5 and shear wall or Vierendeel girder 10, through prestressed reinforcement or steel strand 7, at prestressed reinforcement or steel strand 7 two ends, ground tackle 6 is installed.
During major structure of construction construction, set up support body floor of encorbelmenting according to end plate 2, clamping plate 3 bolt hole position at needs, on shear wall or Vierendeel girder 10, reserved horizontal hole.
Encorbelment one end of i iron 1 is welded with end plate 2, and the other end is welded with head plate 5, and the top of i iron 1 is welded with spacer bars head 8, and part of encorbelmenting can be welded into as a whole.
End plate 2 and clamping plate 3 can be tightened by bolt 4, base is fixed on shear wall or Vierendeel girder 10.Prestressed reinforcement or steel strand 7 through preformed hole on the hole on end plate 2, clamping plate 3, head plate 5 and shear wall or Vierendeel girder 10, and install the after-applied prestressing force of ground tackle 6 at end plate 2, head plate 5 two ends, form monolithic stability state.
Due to preformed hole on overhang layer shear wall or structure side bar, after treating concreting, ensure that base can Fast Installation, to ensure that follow-up support body 9 of encorbelmenting can quick insertion construction; Utilize water Fang Ping to replace tradition to encorbelment support body 9 oblique pull wire rope to prestressed reinforcement or steel strand, make subsequent handling easy construction; Support body base of simultaneously encorbelmenting can be dismantled flexibly, has enough to meet the need, reuse, and reduces costs 50%.
Claims (1)
1. a detachable support body base of encorbelmenting, is characterized in that: this base includes i iron of encorbelmenting (1), end plate (2), clamping plate (3), bolt (4), head plate (5), ground tackle (6), prestressed reinforcement or steel strand (7), spacer bars head (8);
One end of described i iron of encorbelmenting (1) is connected with end plate (2), the other end is connected with head plate (5), the encorbelment top of i iron (1) is connected with spacer bars head (8), by bolt (4), end plate (2) and clamping plate (3) are tightened on shear wall or Vierendeel girder (10), formation is encorbelmented support body base, and by end plate (2), clamping plate (3), bolt hole on head plate (5) and shear wall or the upper preformed hole of Vierendeel girder (10), through prestressed reinforcement or steel strand (7), at prestressed reinforcement or steel strand (7) two ends, ground tackle (6) is installed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520888170.8U CN205153504U (en) | 2015-11-09 | 2015-11-09 | Detachable cantilever frame body base |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520888170.8U CN205153504U (en) | 2015-11-09 | 2015-11-09 | Detachable cantilever frame body base |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205153504U true CN205153504U (en) | 2016-04-13 |
Family
ID=55689216
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520888170.8U Expired - Fee Related CN205153504U (en) | 2015-11-09 | 2015-11-09 | Detachable cantilever frame body base |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205153504U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108331343A (en) * | 2018-02-07 | 2018-07-27 | 中国二十冶集团有限公司 | The construction method of Cantilever Beams and aluminum alloy mould plate lap-joint |
| WO2019090640A1 (en) * | 2017-11-09 | 2019-05-16 | 张丽红 | Scaffold for building construction |
-
2015
- 2015-11-09 CN CN201520888170.8U patent/CN205153504U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2019090640A1 (en) * | 2017-11-09 | 2019-05-16 | 张丽红 | Scaffold for building construction |
| CN108331343A (en) * | 2018-02-07 | 2018-07-27 | 中国二十冶集团有限公司 | The construction method of Cantilever Beams and aluminum alloy mould plate lap-joint |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170217 Address after: 300070 Tianjin City Heping District Wei Jin Road No. 149 building, Yun Lang Patentee after: Tianjin Yijiang Construction Engineering Co., Ltd. Patentee after: Tianjin No.2 Construction Engineering Co., Ltd. Patentee after: Tianjin Sanjian Construction Engineering Co., Ltd. Patentee after: Tianjin No.4 Municipal Building Engineering Co., Ltd. Address before: 300070 Tianjin City Heping District Wei Jin Road No. 149 building, Yun Lang Patentee before: Tianjin Yijiang Construction Engineering Co., Ltd. Patentee before: Tianjin No.2 Construction Engineering Co., Ltd. Patentee before: Tianjin Sanjian Construction Engineering Co., Ltd. |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160413 Termination date: 20181109 |