CN203613789U - Deformation joint shear wall formwork system - Google Patents
Deformation joint shear wall formwork system Download PDFInfo
- Publication number
- CN203613789U CN203613789U CN201320848834.9U CN201320848834U CN203613789U CN 203613789 U CN203613789 U CN 203613789U CN 201320848834 U CN201320848834 U CN 201320848834U CN 203613789 U CN203613789 U CN 203613789U
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- China
- Prior art keywords
- shear wall
- deformation joint
- formwork system
- wall formwork
- gang form
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- 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.)
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- 238000009415 formwork Methods 0.000 title claims abstract description 55
- 238000009416 shuttering Methods 0.000 claims description 12
- 238000010008 shearing Methods 0.000 claims description 7
- 230000003014 reinforcing effect Effects 0.000 claims description 6
- 238000009408 flooring Methods 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 10
- 238000000034 method Methods 0.000 abstract description 6
- 238000009434 installation Methods 0.000 abstract 1
- 239000011150 reinforced concrete Substances 0.000 description 7
- 238000007796 conventional method Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
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Abstract
The utility model discloses a deformation joint shear wall formwork system. The deformation joint shear wall formwork system is provided with a first shear wall, a second shear wall and a stretchable joint between the first shear wall and the second shear wall, and the first shear wall and the second shear wall are both vertically arranged, are parallel with each other, vertically extend and pass through a plurality of floors. The deformation joint shear wall formwork system further comprises a horizontal formwork horizontally arranged at the top end of the first shear wall and a combined formwork vertically arranged in the stretchable joint, wherein the combined formwork is fixed to the lateral side of the first shear wall through a plurality of horizontally arranged bolts, and the extending direction of the horizontal formwork is perpendicular to the extending direction of the combined formwork. Due to the arrangement of the horizontal formwork and the combined formwork, a tower crane is adopted for installation, and the problem that formwork erecting is difficult to achieve in the stretchable joint is solved. Compared with a traditional method, the deformation joint shear wall formwork system is obviously improved on the aspects of maneuverability, construction progress, construction quality and cost control.
Description
Technical field
The utility model relates to the shear wall system in a kind of construction building field, relates in particular to the template-setup in a kind of deformation joint shear wall formwork system.
Background technology
Shear wall (shear wall) claims again wind resistance wall or seismic structural wall, earthquake resistant wall, structural wall.In house or structure, mainly bear the body of wall of the horizontal loading that wind load or geological process cause.Prevent structure shear failure.Being generally reinforced concrete makes with local methods.Shear wall structure is to replace the beam column in frame construction with reinforced concrete wall panel, can bear the internal force that all kinds of loads cause, and the effective horizontal force of control structure, be thisly called shear wall structure by the structure that reinforced concrete wall panel bears vertical and horizontal force.Shear wall structure (shearwall structure) is to replace the beam column in frame construction with reinforced concrete wall panel, can bear the internal force that all kinds of loads cause, and the effective horizontal force of control structure, be thisly called shear wall structure by the structure that reinforced concrete wall panel bears vertical and horizontal force.This structure is used in a large number in high-story house.
In actual building site, encounter following problem, in the middle of building, shrinkage joint is set, wherein stitch wide 200mm, respectively there is twice shear wall the both sides at shrinkage joint, and the length of shear wall is respectively 3200mm and 3700mm.Traditional method is: a first construction side shear wall wherein, then pointing cystosepiment in shrinkage joint, then the opposite side shear wall of constructing.The shortcoming of traditional method: 1. cystosepiment particle easily pollutes constuction joint, 2. template cost is relatively high, and the deformation joint of 3. having constructed is not attractive in appearance yet.
Prior art please refer to the CN201486133U Chinese patent of bulletin on May 26th, 2010, and it discloses a kind of reinforced concrete double-shear wall template.This reinforced concrete double shear wall form complex structure, manufacturing cost is high.
In view of above-mentioned defect, be necessary to design in fact a kind of improved deformation joint shear wall formwork system.
Utility model content
Technical problem to be solved in the utility model is: a kind of deformation joint shear wall formwork system is provided, and this deformation joint shear wall formwork system architecture is reasonable, and yields is high.
For solving the problems of the technologies described above, the technical solution of the utility model is:
A kind of deformation joint shear wall formwork system, it is provided with the first shear wall, the second shear wall and the shrinkage joint between the first shear wall and the second shear wall, described the first shear wall and the second shear wall all vertically arrange and are parallel to each other, described the first shear wall and the second shear wall vertically extend past some floor faces, described deformation joint shear wall formwork system also comprises and is horizontally set on the horizontal shuttering on the first shear wall top and is vertically arranged on the gang form in shrinkage joint, described gang form is fixed on the side of the first shear wall by several horizontally disposed screw rods, described horizontal shuttering bearing of trend is perpendicular to the bearing of trend of described gang form.
Adopt technique scheme, the utility model beneficial effect is: due to the setting of horizontal shuttering and gang form, being equipped with tower crane installs again, solve preferably the difficult problem of shrinkage joint formwork, compared with conventional method, aspect operability, construction speed, construction quality and cost control, be all significantly improved.
The utility model further improves as follows:
Further, the supported underneath of described horizontal shuttering has square stock.
Further, first vertical plane with contrary setting and second vertical plane of described the first shear wall, described gang form comprises the first gang form being fixed on the first vertical plane and is fixed on the second gang form on the second vertical plane.
Further, be provided with the vertical reinforcing bar of shear wall between the first vertical plane of described the first shear wall and the first gang form, described some screw rods are respectively through the first gang form, the second gang form and the first shear wall.
Further, it is stupefied and be positioned at the inferior stupefied of main stupefied top that described deformation joint shear wall formwork system also has the master who is arranged on the first compoboard.
Further, described deformation joint shear wall formwork system also has the some PVC sleeve pipes that are arranged in the first shear wall, and each PVC casing pipe sleeve is located in respective threaded rod.
Further, described deformation joint shear wall formwork system also has the horizon bar that is arranged on the first shear wall left side.
Further, described deformation joint shear wall formwork system also has the vertical rod that is arranged on the first shear wall left side, and described vertical rod is perpendicular to horizon bar.
Further, described deformation joint shear wall formwork system also has the shearing support being obliquely installed, and described shearing support is fixed in horizon bar and vertical rod.
Further, described deformation joint shear wall formwork system also has the cushion block being arranged between flooring and vertical rod.
Accompanying drawing explanation
Fig. 1 is the schematic diagram of the utility model deformation joint shear wall formwork system.
In figure, critical element symbol description is as follows:
The first shear wall 1 deformation joint shear wall formwork system 100
The first vertical plane 11 second vertical planes 12
The second shear wall 2 floorings 21
Gang form 5 first gang forms 51
The second gang form 52 second gang forms 52
Screw rod 6 square stocks 7
The vertical reinforcing bar 8 main stupefied 91 of wall
Inferior stupefied 92 PVC sleeve pipes 93
Horizon bar 95 vertical rods 96
Shearing supports 97 cushion blocks 98
The specific embodiment
Below in conjunction with drawings and Examples, the utility model is further illustrated.
As shown in Figure 1, for meeting a kind of deformation joint shear wall formwork system 100 of the present utility model, it is provided with the first shear wall 1, the second shear wall 2 and the shrinkage joint 3 between the first shear wall 1 and the second shear wall 2.
The first shear wall 1 and the second shear wall 2 all vertically arrange and are parallel to each other, and the first shear wall 1 and the second shear wall 2 vertically extend past some floor faces 21.Deformation joint shear wall formwork system 100 also comprises and is horizontally set on the horizontal shuttering 4 on the first shear wall 1 top and is vertically arranged on the gang form 5 in shrinkage joint 2.Gang form 5 is fixed on the side of the first shear wall 1 by several horizontally disposed screw rods 6.Horizontal shuttering 4 bearing of trends are perpendicular to the bearing of trend of gang form 5.
The supported underneath of horizontal shuttering 4 has square stock 7.First vertical plane 11 with contrary setting and second vertical plane 12 of the first shear wall 1.Gang form 5 comprises and is fixed on the first gang form 51 on the first vertical plane 11 and is fixed on the second gang form 52 on the second vertical plane 12.Between the first vertical plane 11 of the first shear wall 1 and the first gang form 51, be provided with the vertical reinforcing bar 8 of shear wall, some screw rods 6 are respectively through the first gang form 51, the second gang form 52 and the vertical reinforcing bar 8 of shear wall.
Deformation joint shear wall formwork system 100 also has the master stupefied 91 who is arranged on the first compoboard 51 and is positioned at inferior stupefied 92 of main stupefied top.Deformation joint shear wall formwork system 100 also has the some PVC sleeve pipes 93 that are arranged in the first shear wall 1, and each PVC sleeve pipe 93 is set in respective threaded rod 6.Deformation joint shear wall formwork system 100 also has the horizon bar 95 that is arranged on the first shear wall 1 left side.Deformation joint shear wall formwork system 100 also has the vertical rod 96 that is arranged on the first shear wall 1 left side, and vertical rod 96 is perpendicular to horizon bar 95.
Deformation joint shear wall formwork system 100 also has the shearing support 97 being obliquely installed, and shearing support 97 is fixed in horizon bar 95 and vertical rod 96.Deformation joint shear wall formwork system 100 also has the cushion block 98 being arranged between flooring 21 and vertical rod 96.
Compared with prior art, the utility model is due to the setting of horizontal shuttering 4 and gang form 5, then is equipped with tower crane and installs, and solved preferably the difficult problem of shrinkage joint formwork, compared with conventional method, aspect operability, construction speed, construction quality and cost control, be all significantly improved.
The utility model is not limited to above-mentioned concrete embodiment, and those of ordinary skill in the art is from above-mentioned design, and without performing creative labour, all conversion of having done, within all dropping on protection domain of the present utility model.
Claims (10)
1. a deformation joint shear wall formwork system, it is provided with the first shear wall, the second shear wall and the shrinkage joint between the first shear wall and the second shear wall, described the first shear wall and the second shear wall all vertically arrange and are parallel to each other, described the first shear wall and the second shear wall vertically extend past some floor faces, it is characterized in that: described deformation joint shear wall formwork system also comprises and is horizontally set on the horizontal shuttering on the first shear wall top and is vertically arranged on the gang form in shrinkage joint, described gang form is fixed on the side of the first shear wall by several horizontally disposed screw rods, described horizontal shuttering bearing of trend is perpendicular to the bearing of trend of described gang form.
2. deformation joint shear wall formwork system as claimed in claim 1, is characterized in that: the supported underneath of described horizontal shuttering has square stock.
3. deformation joint shear wall formwork system as claimed in claim 1, it is characterized in that: described the first shear wall has the first vertical plane and second vertical plane of contrary setting, described gang form comprises the first gang form being fixed on the first vertical plane and is fixed on the second gang form on the second vertical plane.
4. deformation joint shear wall formwork system as claimed in claim 3, it is characterized in that: between the first vertical plane of described the first shear wall and the first gang form, be provided with the vertical reinforcing bar of shear wall, described some screw rods are respectively through the first gang form, the second gang form and the vertical reinforcing bar of shear wall.
5. deformation joint shear wall formwork system as claimed in claim 1, is characterized in that: it is stupefied and be positioned at the inferior stupefied of main stupefied top that described deformation joint shear wall formwork system also has the master who is arranged on the first compoboard.
6. deformation joint shear wall formwork system as claimed in claim 5, is characterized in that: described deformation joint shear wall formwork system also has the some PVC sleeve pipes that are arranged in the first shear wall, and each PVC casing pipe sleeve is located in respective threaded rod.
7. deformation joint shear wall formwork system as claimed in claim 1, is characterized in that: described deformation joint shear wall formwork system also has the horizon bar that is arranged on the first shear wall left side.
8. deformation joint shear wall formwork system as claimed in claim 7, is characterized in that: described deformation joint shear wall formwork system also has the vertical rod that is arranged on the first shear wall left side, and described vertical rod is perpendicular to horizon bar.
9. deformation joint shear wall formwork system as claimed in claim 8, is characterized in that: described deformation joint shear wall formwork system also has the shearing support being obliquely installed, and described shearing support is fixed in horizon bar and vertical rod.
10. deformation joint shear wall formwork system as claimed in claim 9, is characterized in that: described deformation joint shear wall formwork system also has the cushion block being arranged between flooring and vertical rod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320848834.9U CN203613789U (en) | 2013-12-20 | 2013-12-20 | Deformation joint shear wall formwork system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320848834.9U CN203613789U (en) | 2013-12-20 | 2013-12-20 | Deformation joint shear wall formwork system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203613789U true CN203613789U (en) | 2014-05-28 |
Family
ID=50766444
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320848834.9U Expired - Lifetime CN203613789U (en) | 2013-12-20 | 2013-12-20 | Deformation joint shear wall formwork system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203613789U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107740572A (en) * | 2017-11-29 | 2018-02-27 | 中国冶集团有限公司 | Double shear wall form device and template peace tear method open in small space |
-
2013
- 2013-12-20 CN CN201320848834.9U patent/CN203613789U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107740572A (en) * | 2017-11-29 | 2018-02-27 | 中国冶集团有限公司 | Double shear wall form device and template peace tear method open in small space |
| CN107740572B (en) * | 2017-11-29 | 2020-06-16 | 中国一冶集团有限公司 | Double-shear wall template device in narrow space and template mounting and dismounting method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20140528 |
|
| CX01 | Expiry of patent term |