CN202500328U - Side mould supporting structure - Google Patents
Side mould supporting structure Download PDFInfo
- Publication number
- CN202500328U CN202500328U CN201220141547XU CN201220141547U CN202500328U CN 202500328 U CN202500328 U CN 202500328U CN 201220141547X U CN201220141547X U CN 201220141547XU CN 201220141547 U CN201220141547 U CN 201220141547U CN 202500328 U CN202500328 U CN 202500328U
- Authority
- CN
- China
- Prior art keywords
- split bolt
- side form
- chock
- side mould
- support bar
- 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
Links
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims abstract description 4
- 235000017491 Bambusa tulda Nutrition 0.000 claims abstract description 4
- 241001330002 Bambuseae Species 0.000 claims abstract description 4
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims abstract description 4
- 239000011425 bamboo Substances 0.000 claims abstract description 4
- 238000003466 welding Methods 0.000 claims description 6
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 abstract 1
- 239000011120 plywood Substances 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a side mould supporting structure. The supporting structure is characterized by comprising the side mould, a sole timber, a supporting rod, a split bolt and a watertight ring, wherein the side mould is bamboo plywood with the thickness of 8-12mm, the sole timber is arranged at the exterior of the side mould, the thickness of the sole timber is 20-30mm, the side mould and the sole timber are connected by the split bolt, the diameter of the split bolt is 12mm, the watertight ring is welded with the center of the split bolt, the diameter of the watertight ring is 4-6cm, a supporting rod is welded at the end part of the split bolt and utlizes a reinforcing steel bar with a diameter of 20, and the supporting rod is used for supporting the sole timber. The side mould supporting structure disclosed by the utility model is simple and practical.
Description
Technical field
The utility model relates to a kind of side form support structure, is applicable to construction field.
Background technology
Template and support thereof and the reinforced concrete structure that does not reach the design supporting capacity are formed interim carrying system, bear the load that exists in construction period each construction period.The beam column form work engineering should have enough intensity, rigidity and stability, and mounting or dismounting are convenient, and are convenient to practical operation and installation, and how keeping the side form stability of strutting system is the problem of pendulum in face of engineers and technicians.
The utility model content
The technical problem that the utility model solves provides a kind of side form support structure, solves the bad problem of traditional side form stability of strutting system.
The utility model comprises side form, chock, support bar, split bolt, seal ring.It is the bamboo offset plate of 8～12mm that side form adopts thickness, and the side form outside is provided with chock, and chock thickness is 20～30mm; Be connected with split bolt between side form and the chock, the split bolt diameter is 12mm, split bolt central authorities welding seal ring; The seal ring diameter is 4～6cm; Split bolt end welding support bar, support bar adopts φ 20 reinforcing bars, and support bar supports chock.
The utility model is simple and practical.
Description of drawings
Fig. 1 side form supports sketch map.
Reference numeral: 1, side form, 2, chock, 3, support bar, 4, split bolt, 5, seal ring.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is described in detail.
Fig. 1 supports sketch map for side form.The utility model comprises side form 1, chock 2, support bar 3, split bolt 4, seal ring 5.It is the bamboo offset plate of 12mm that side form 1 adopts thickness, and side form 1 outside is provided with chock 2, and chock 2 thickness are 25mm; Be connected with split bolt 4 between side form 1 and the chock 2, split bolt 4 diameters are 12mm, split bolt 4 central authorities welding seal rings 5; Seal ring 5 diameters are 6cm; Split bolt 4 ends welding support bar 3, support bar 3 adopts φ 20 reinforcing bars, and support bar 3 supports chock 2.
Claims (1)
1. a side form support structure is characterized in that comprising side form, chock, support bar, split bolt, seal ring, and it is the bamboo offset plate of 8～12mm that side form adopts thickness; Side form outside is provided with chock, and chock thickness is 20～30mm, is connected with split bolt between side form and the chock; The split bolt diameter is 12mm, split bolt central authorities welding seal ring, and the seal ring diameter is 4～6cm; Split bolt end welding support bar, support bar adopts φ 20 reinforcing bars, and support bar supports chock.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201220141547XU CN202500328U (en) | 2012-03-27 | 2012-03-27 | Side mould supporting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201220141547XU CN202500328U (en) | 2012-03-27 | 2012-03-27 | Side mould supporting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202500328U true CN202500328U (en) | 2012-10-24 |
Family
ID=47036944
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201220141547XU Expired - Fee Related CN202500328U (en) | 2012-03-27 | 2012-03-27 | Side mould supporting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202500328U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103741944A (en) * | 2013-12-23 | 2014-04-23 | 上海建工五建集团有限公司 | Fixation assembly, template system comprising fixation assembly and wall pouring method |
| CN117108057A (en) * | 2023-08-28 | 2023-11-24 | 同济大学建筑设计研究院(集团)有限公司 | A structure and construction method to prevent deformation at the connection between floor formwork and column formwork |
-
2012
- 2012-03-27 CN CN201220141547XU patent/CN202500328U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103741944A (en) * | 2013-12-23 | 2014-04-23 | 上海建工五建集团有限公司 | Fixation assembly, template system comprising fixation assembly and wall pouring method |
| CN103741944B (en) * | 2013-12-23 | 2016-11-23 | 上海建工五建集团有限公司 | Fixation kit, template system containing this fixation kit and body of wall casting method |
| CN117108057A (en) * | 2023-08-28 | 2023-11-24 | 同济大学建筑设计研究院(集团)有限公司 | A structure and construction method to prevent deformation at the connection between floor formwork and column formwork |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee | ||
| CP02 | Change in the address of a patent holder |
Address after: 325000 Zhejiang Province, Wenzhou city streets Chengxiang road Wutian Ouhai District No. 56 Patentee after: Yu Jianfang Address before: 325604 Zhejiang city of Wenzhou province Yueqing city town village Zhang Yan Dang Patentee before: Yu Jianfang |
|
| C56 | Change in the name or address of the patentee | ||
| CP02 | Change in the address of a patent holder |
Address after: 325600 No. 272 Yang Ming Road, Lok Cheng street, Zhejiang, Yueqing Patentee after: Yu Jianfang Address before: 325000 Zhejiang Province, Wenzhou city streets Chengxiang road Wutian Ouhai District No. 56 Patentee before: Yu Jianfang |
|
| C56 | Change in the name or address of the patentee | ||
| CP02 | Change in the address of a patent holder |
Address after: 325600, B, building 5, building B, Century Towers, Lok Cheng street, Zhejiang, Yueqing Patentee after: Yu Jianfang Address before: 325600 No. 272 Yang Ming Road, Lok Cheng street, Zhejiang, Yueqing Patentee before: Yu Jianfang |
|
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20121024 Termination date: 20140327 |