CN204040453U - A kind of novel scaffold Tiebar structure for civil construction project - Google Patents
A kind of novel scaffold Tiebar structure for civil construction project Download PDFInfo
- Publication number
- CN204040453U CN204040453U CN201420415538.4U CN201420415538U CN204040453U CN 204040453 U CN204040453 U CN 204040453U CN 201420415538 U CN201420415538 U CN 201420415538U CN 204040453 U CN204040453 U CN 204040453U
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- China
- Prior art keywords
- group
- hookup
- hole
- connecting part
- pull bar
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- 238000010276 construction Methods 0.000 title claims abstract description 15
- 230000008878 coupling Effects 0.000 claims abstract description 10
- 238000010168 coupling process Methods 0.000 claims abstract description 10
- 238000005859 coupling reaction Methods 0.000 claims abstract description 10
- 229910000831 Steel Inorganic materials 0.000 claims description 4
- 239000010959 steel Substances 0.000 claims description 4
- 238000004519 manufacturing process Methods 0.000 abstract description 5
- 238000005265 energy consumption Methods 0.000 abstract description 3
- 238000011031 large-scale manufacturing process Methods 0.000 abstract description 3
- RSWGJHLUYNHPMX-UHFFFAOYSA-N Abietic-Saeure Natural products C12CCC(C(C)C)=CC2=CCC2C1(C)CCCC2(C)C(O)=O RSWGJHLUYNHPMX-UHFFFAOYSA-N 0.000 description 2
- KHPCPRHQVVSZAH-HUOMCSJISA-N Rosin Natural products O(C/C=C/c1ccccc1)[C@H]1[C@H](O)[C@@H](O)[C@@H](O)[C@@H](CO)O1 KHPCPRHQVVSZAH-HUOMCSJISA-N 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- KHPCPRHQVVSZAH-UHFFFAOYSA-N trans-cinnamyl beta-D-glucopyranoside Natural products OC1C(O)C(O)C(CO)OC1OCC=CC1=CC=CC=C1 KHPCPRHQVVSZAH-UHFFFAOYSA-N 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
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Abstract
The utility model provides a kind of novel scaffold Tiebar structure for civil construction project, comprise hookup and the rod assembly being located at hookup side, hookup side is provided with a perforation, rod assembly comprises group joint and pull bar, group joint is in order to cylinder lever connecting rod and hookup, group joint comprises head and is convexly equipped in the group connecting part of head one end, head is connected to inside hookup, group connecting part passes the perforation of hookup, one end that group connecting part protrudes perforation is also provided with the first through hole, one end of pull bar is socketed on outside group connecting part, pull bar is provided with the second through hole be communicated with the first through hole, coupling assembling connects group through the first through hole and the second through hole in order to group and connects pull bar and group connecting part.Pull bar of the present utility model is connected with group joint by coupling assembling, and then is fixed on the side of hookup, therefore easily assembles, can reduce manufacturing cost, be suitable for large-scale production, and does not affect overall rigidity, reduces energy consumption, has practicality.
Description
Technical field
The utility model relates to civil construction project technical field, refers to a kind of novel scaffold Tiebar structure for civil construction project especially.
Background technology
At present, scaffold is firmly erected at the outside of building, usually need to utilize multiple scaffold pull bar to connect scaffold steel pipe on wall.And scaffold pull bar on the market not only manufacturing cost is high, and need to rely on welding to be fixed, cause syndeton to lose efficacy if there is the situations such as rosin joint, there is larger potential safety hazard.
Utility model content
The technical problems to be solved in the utility model is to provide a kind of novel scaffold Tiebar structure for civil construction project, to solve scaffold pull bar in prior art, not only manufacturing cost is high, and need to rely on welding to be fixed, cause syndeton to lose efficacy if there is the situations such as rosin joint, there is the problem of larger potential safety hazard.
For solving the problems of the technologies described above, embodiment of the present utility model provides a kind of novel scaffold Tiebar structure for civil construction project, comprise hookup and the rod assembly being located at hookup side, described hookup can supply clip scaffold steel pipe, described rod assembly can for the wall of connecting building thing, described hookup side is provided with a perforation, described rod assembly comprises group joint and pull bar, described group of joint is in order to cylinder lever connecting rod and hookup, described group of joint comprises head and is convexly equipped in the group connecting part of head one end, described head is connected to inside hookup, described group connecting part passes the perforation of hookup, one end that described group connecting part protrudes perforation is also provided with the first through hole, one end of described pull bar is socketed on outside group connecting part, described pull bar is provided with the second through hole be communicated with described first through hole, coupling assembling connects described group through described first through hole and the second through hole in order to group and connects pull bar and group connecting part.
Wherein, in a tubular form, described first through hole radial direction extension is arranged in group connecting part to described group connecting part.
Wherein, described second through hole radial direction extension is arranged in pull bar one end.
Wherein, described coupling assembling comprises bolt and nut, and described bolt is through described first through hole and the second through hole, and described nut is bolted in bolt end.
The beneficial effect of technique scheme of the present utility model is as follows:
In such scheme, novel scaffold Tiebar structure for civil construction project of the present utility model, its pull bar is connected with group joint by coupling assembling, and then be fixed on the side of hookup, therefore easily assemble, can manufacturing cost be reduced, be suitable for large-scale production, and do not affect overall rigidity, reduce energy consumption, there is practicality.
Accompanying drawing explanation
Fig. 1 is the structural representation of the novel scaffold Tiebar structure for civil construction project of the utility model embodiment.
Fig. 2 is the sectional view of the rod assembly of the utility model embodiment.
Detailed description of the invention
For making the technical problems to be solved in the utility model, technical scheme and advantage clearly, be described in detail below in conjunction with the accompanying drawings and the specific embodiments.
As depicted in figs. 1 and 2, a kind of novel scaffold Tiebar structure for civil construction project that the utility model embodiment provides, comprise hookup 1 and the rod assembly 2 being located at hookup 1 side, described hookup 1 can supply clip scaffold steel pipe, described rod assembly 2 can for the wall of connecting building thing, described hookup 1 side is provided with a perforation 11, described rod assembly 2 comprises group joint 21 and pull bar 22, described group of joint 21 is in order to cylinder lever connecting rod 22 and hookup 1, described group of joint 21 comprises head 211 and is convexly equipped in the group connecting part 212 of head 211 one end, described head 211 is connected to inside hookup 1, described group connecting part 212 passes the perforation 11 of hookup 1, one end that described group connecting part 212 protrudes perforation 11 is also provided with the first through hole 213, one end of described pull bar 22 is socketed on outside group connecting part 212, described pull bar 22 is provided with the second through hole 221 be communicated with described first through hole 213, coupling assembling 3 connects described group through described first through hole 213 and the second through hole 221 in order to group and connects pull bar 22 and group connecting part 212.
In a tubular form, described first through hole 213 radial direction extension is arranged in group connecting part to described group connecting part 212.
Described second through hole 221 radial direction extension is arranged in pull bar 22 one end.
Described coupling assembling 3 comprises bolt 31 and nut 32, and described bolt 31 is through described first through hole 213 and the second through hole 221, and described nut 32 is bolted in bolt 31 end.
In such scheme, novel scaffold Tiebar structure for civil construction project of the present utility model, its pull bar is connected with group joint by coupling assembling, and then be fixed on the side of hookup, therefore easily assemble, can manufacturing cost be reduced, be suitable for large-scale production, and do not affect overall rigidity, reduce energy consumption, there is practicality.
The above is preferred embodiment of the present utility model; should be understood that; for those skilled in the art; under the prerequisite not departing from principle described in the utility model; can also make some improvements and modifications, these improvements and modifications also should be considered as protection domain of the present utility model.
Claims (4)
1. the novel scaffold Tiebar structure for civil construction project, comprise hookup and the rod assembly being located at hookup side, described hookup can supply clip scaffold steel pipe, described rod assembly can for the wall of connecting building thing, it is characterized in that, described hookup side is provided with a perforation, described rod assembly comprises group joint and pull bar, described group of joint is in order to cylinder lever connecting rod and hookup, described group of joint comprises head and is convexly equipped in the group connecting part of head one end, described head is connected to inside hookup, described group connecting part passes the perforation of hookup, one end that described group connecting part protrudes perforation is also provided with the first through hole, one end of described pull bar is socketed on outside group connecting part, described pull bar is provided with the second through hole be communicated with described first through hole, coupling assembling connects described group through described first through hole and the second through hole in order to group and connects pull bar and group connecting part.
2. the novel scaffold Tiebar structure for civil construction project according to claim 1, is characterized in that, in a tubular form, described first through hole radial direction extension is arranged in group connecting part to described group connecting part.
3. the novel scaffold Tiebar structure for civil construction project according to claim 1, is characterized in that, described second through hole radial direction extension is arranged in pull bar one end.
4. the novel scaffold Tiebar structure for civil construction project according to Claims 2 or 3, it is characterized in that, described coupling assembling comprises bolt and nut, and described bolt is through described first through hole and the second through hole, and described nut is bolted in bolt end.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420415538.4U CN204040453U (en) | 2014-07-25 | 2014-07-25 | A kind of novel scaffold Tiebar structure for civil construction project |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420415538.4U CN204040453U (en) | 2014-07-25 | 2014-07-25 | A kind of novel scaffold Tiebar structure for civil construction project |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204040453U true CN204040453U (en) | 2014-12-24 |
Family
ID=52241136
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420415538.4U Expired - Fee Related CN204040453U (en) | 2014-07-25 | 2014-07-25 | A kind of novel scaffold Tiebar structure for civil construction project |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204040453U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106284969A (en) * | 2016-09-18 | 2017-01-04 | 广西钦州展兴建设工程有限公司 | A kind of building buckle |
-
2014
- 2014-07-25 CN CN201420415538.4U patent/CN204040453U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106284969A (en) * | 2016-09-18 | 2017-01-04 | 广西钦州展兴建设工程有限公司 | A kind of building buckle |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: JIANG JIANQIANG Effective date: 20150105 Free format text: FORMER OWNER: JIANG JIANQIANG Effective date: 20150105 Owner name: OU FENG Free format text: FORMER OWNER: CHEN ZHIYUN Effective date: 20150105 Owner name: JIANGXI ZHEYING CONSTRUCTION PROJECT CO., LTD. Free format text: FORMER OWNER: OU FENG Effective date: 20150105 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 315100 NINGBO, ZHEJIANG PROVINCE TO: 335000 YINGTAN, JIANGXI PROVINCE Free format text: CORRECT: ADDRESS; FROM: 315700 NINGBO, ZHEJIANG PROVINCE TO: 315100 NINGBO, ZHEJIANG PROVINCE |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20150105 Address after: Five, Yingtan hi tech Zone, Jiangxi small and micro enterprise incubator building 335000 (opposite sunshine three District) Patentee after: Jiangxi Zhejiang Eagle Construction Engineering Co.,Ltd. Address before: 315100 Zhejiang city of Ningbo province Yinzhou District River Street Yongtai garden 40 building 119, room 103 Patentee before: Ou Feng Patentee before: Jiang Jianqiang Effective date of registration: 20150105 Address after: 315100 Zhejiang city of Ningbo province Yinzhou District River Street Yongtai garden 40 building 119, room 103 Patentee after: Ou Feng Patentee after: Jiang Jianqiang Address before: 315700 Xinfeng City, Ningbo province Dan Xiangshan City Road, No. 205, Patentee before: Chen Zhiyun |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20141224 |