CN205116022U - Stupefied vertical braces post of cast -in -situ box girder template owner back of body - Google Patents
Stupefied vertical braces post of cast -in -situ box girder template owner back of body Download PDFInfo
- Publication number
- CN205116022U CN205116022U CN201520789322.9U CN201520789322U CN205116022U CN 205116022 U CN205116022 U CN 205116022U CN 201520789322 U CN201520789322 U CN 201520789322U CN 205116022 U CN205116022 U CN 205116022U
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- China
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- cast
- box girder
- situ box
- girder template
- vertical braces
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Abstract
The utility model discloses a stupefied vertical braces post of cast -in -situ box girder template owner back of body, stupefied vertical braces post of cast -in -situ box girder template owner back of body comprises screw rod spare, spiral shell female member and "n-shaped" die bed seat, spiral shell female member screws at screw rod spare lower extreme, spiral shell female member is the welding with " n-shaped " die bed seat connected mode. The utility model discloses simple structure has solved present stupefied vertical braces post of cast -in -situ box girder template owner back of body base and has easily taken place to rotate, and the scheduling problem is taken a lot of work, is taken time to the poor stability during the stupefied height control of the cast -in -situ box girder web template owner back of the body, is worth promoting.
Description
Technical field
The utility model relates to cast-in-situ box girder template construction field, provides a kind of cast-in-situ box girder template main back cord vertical supporting post.
Background technology
Traditional vertical supporting seat base is placed on the main back cord of cast-in-situ box girder base plate template, easily along vertical bridge to rotation, and less stable; Supporting seat upper end is fixed by bolt and the main back cord of cast-in-situ box girder web templates, the main back cord of web templates when mounted normal because of the reason such as mismachining tolerance, on-the-spot material altering need adjust position, use traditional vertical supporting seat can only adopt the mode of cutting off or welding back cord, realizing by changing the main back cord length of template, operating extremely inconvenient.
Utility model content
The purpose of this utility model is to provide a kind of cast-in-situ box girder template main back cord vertical supporting post.
The purpose of this utility model can be achieved through the following technical solutions:
A kind of cast-in-situ box girder template main back cord vertical supporting post, described cast-in-situ box girder template main back cord vertical supporting post is made up of screw rod part, nut piece and " ︷ " type base, described nut piece is tightened on screw rod part lower end, and described nut piece and " ︷ " type base connected mode are welding.
Described " ︷ " type base material is steel plate.
The beneficial effects of the utility model: the utility model structure is simple, solve existing cast-in-situ box girder template main back cord vertical supporting post base easily to rotate, poor stability, the problem such as to take a lot of work during cast-in-situ box girder web templates main back cord Height Adjustment, time-consuming, is worthy to be popularized.
Accompanying drawing explanation
Fig. 1 is the utility model structural representation.
Detailed description of the invention
Below in conjunction with accompanying drawing, embodiment of the present utility model is described in detail, but the multitude of different ways that the utility model can be defined by the claims and cover is implemented.
As shown in Figure 1, a kind of cast-in-situ box girder template main back cord vertical supporting post, described cast-in-situ box girder template main back cord vertical supporting post is made up of screw rod part 1, nut piece 2 and " ︷ " type base 3, described nut piece 2 is tightened on screw rod part 1 lower end, described nut piece 2 and " ︷ " type base 3 connected mode are welding, and described " ︷ " type base 3 material is steel plate.
During use, female nut piece 2 will be with to weld together with " ︷ " type base element 3, in screw rod part 1 (adjusting nut) nut piece 2, realize the main back cord upper-lower position adjustment of cast-in-situ box girder template by rotating screw bolt part 1.When supporting seat is installed, first by ︷ " type base element 3 is buckled on the main back cord of case beam base plate template, and when the main back cord of web templates is installed, by rotary screw part 1; adjust the main back cord of box girder web template to proper height, main for web templates back cord and vertical supporting seat are fixed by recycling bolt.
Above content is only to the utility model structure example and explanation; affiliated those skilled in the art make various amendment to described specific embodiment or supplement or adopt similar mode to substitute; only otherwise depart from the structure of utility model or surmount this scope as defined in the claims, protection domain of the present utility model all should be belonged to.
Claims (2)
1. a cast-in-situ box girder template main back cord vertical supporting post, it is characterized in that, described cast-in-situ box girder template main back cord vertical supporting post is made up of screw rod part (1), nut piece (2) and " ︷ " type base (3), described nut piece (2) is tightened on screw rod part (1) lower end, and described nut piece (2) and " ︷ " type base (3) connected mode are welding.
2. a kind of cast-in-situ box girder template main back cord vertical supporting post according to claim 1, it is characterized in that, described " ︷ " type base (3) material is steel plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520789322.9U CN205116022U (en) | 2015-10-10 | 2015-10-10 | Stupefied vertical braces post of cast -in -situ box girder template owner back of body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520789322.9U CN205116022U (en) | 2015-10-10 | 2015-10-10 | Stupefied vertical braces post of cast -in -situ box girder template owner back of body |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205116022U true CN205116022U (en) | 2016-03-30 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520789322.9U Active CN205116022U (en) | 2015-10-10 | 2015-10-10 | Stupefied vertical braces post of cast -in -situ box girder template owner back of body |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205116022U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105200924A (en) * | 2015-10-10 | 2015-12-30 | 安徽卓良新材料有限公司 | Vertical supporting pillar of cast-in-place box beam formwork main dorsal bar |
-
2015
- 2015-10-10 CN CN201520789322.9U patent/CN205116022U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105200924A (en) * | 2015-10-10 | 2015-12-30 | 安徽卓良新材料有限公司 | Vertical supporting pillar of cast-in-place box beam formwork main dorsal bar |
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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: 20170120 Address after: 231400 Anhui, Anhui City, Wenchang, Tongcheng, the streets of the comprehensive building of the Tower Road, Zhuo Zhuo Building Technology Co., Ltd. Patentee after: Anhui Zhuo Liang Construction Technology Co., Ltd. Address before: 231400 Anhui Zhuo Liangxin Material Co., Ltd., Anqing No. 1 North Road, Tongcheng Economic Development Zone, Anhui, China Patentee before: ANHUI ZULIN NEW MATERIALS CO., LTD. |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20180313 Address after: No. 10, Heping Road, Tongcheng Economic Development Zone, Anhui Province, Anhui Patentee after: ANHUI ZULIN NEW MATERIALS CO., LTD. Address before: 231400 Anhui, Anhui City, Wenchang, Tongcheng, the streets of the comprehensive building of the Tower Road, Zhuo Zhuo Building Technology Co., Ltd. Patentee before: Anhui Zhuo Liang Construction Technology Co., Ltd. |
|
| TR01 | Transfer of patent right |