CN205637647U - Overlength deformed steel post orthotic devices - Google Patents
Overlength deformed steel post orthotic devices Download PDFInfo
- Publication number
- CN205637647U CN205637647U CN201620247367.8U CN201620247367U CN205637647U CN 205637647 U CN205637647 U CN 205637647U CN 201620247367 U CN201620247367 U CN 201620247367U CN 205637647 U CN205637647 U CN 205637647U
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- steel plate
- steel column
- fixation steel
- overlength
- steel sheet
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 91
- 239000010959 steel Substances 0.000 title claims abstract description 91
- 230000002159 abnormal effect Effects 0.000 claims description 9
- 230000003245 working effect Effects 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 5
- 238000005381 potential energy Methods 0.000 description 3
- 230000001105 regulatory effect Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
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Abstract
The utility model relates to an overlength deformed steel post orthotic devices, its characterized in that: it is including main fixed steel sheet (1), jack (2), inferior fixed steel sheet (3), bolt hole (4) and high strength bolt (5), main fixed steel sheet (1) symmetrical arrangement in the left and right sides of steel column, inferior fixed steel sheet (3) symmetrical arrangement in the upper and lower both sides of steel column, main fixed steel sheet (1) and time fixed steel sheet (3) all is equipped with bolt hole (4) to connect through high strength bolt (5), the outside of main fixed steel sheet (1) is provided with extension (5.1), the outer end and the jack (2) of extension (5.1) are connected. Through using the utility model provides a steel column orthotic devices can effectually turn round partially the steel column and correct, easy operation moreover, and the working property is reliable, and is fast, efficient.
Description
Technical field
This utility model relates to building trade construction field, particularly to a kind of overlength abnormal shape steel column apparatus for correcting.
Background technology
Along with China's economy and the fast development of society, construction scale of projects expanding day, various high-rise buildings build up and come into operation, the commonly used steel construction of high-rise building.Compared with concrete, steel construction has that intensity is high, the ratio of strength to weight is big, it is simple to the advantages such as factorial praluction.But steel column is producing, is transporting and the situations such as partial twist unavoidably occur in hoisting process, affects installation and the use of associated components.At present, for steel column partial twist situation, commonly used processing mode is on-the-spot heat straightening or returns the modes such as factory's rectification, and it operates complexity, and efficiency is low, and cost is high, seriously governs steel construction application in high-rise building.Therefore, for solving the problems referred to above, need a kind of steel column apparatus for correcting of development badly.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of overlength abnormal shape steel column apparatus for correcting for above-mentioned prior art, such that it is able to effectively the partial twist of steel column is corrected, and also simple to operate, reliable working performance, speed is fast, efficiency is high.
The technical scheme in the invention for solving the above technical problem is: a kind of overlength abnormal shape steel column apparatus for correcting, it includes main fixation steel plate, jack, secondary fixation steel plate, bolt hole and high-strength bolt, described main fixation steel plate is symmetrically arranged in the left and right sides of steel column, secondary fixation steel plate is symmetrically arranged in the both sides up and down of steel column, described main fixation steel plate and time fixation steel plate are designed with bolt hole, and connected by high-strength bolt, the outside of described main fixation steel plate is provided with extension, and the outer end of described extension is connected with jack.
Preferably, described main fixation steel plate is vertically provided with multiple bolt hole.
Preferably, horizontally disposed on described fixation steel plate have multiple bolt hole.
Preferably, described main fixation steel plate and time fixation steel plate all use high-strength steel to make.
Compared with prior art, the utility model has the advantage of:
Steel column apparatus for correcting simple structure provided by the utility model, firm, therefore can meet and different correct requirement, such that it is able to effectively correct, simple to operate, reliable working performance, speed is fast, efficiency is high.And, main fixed plate and time fixed plate are provided with multiple bolt hole, effectively fix the steel column of various sizes by regulating the connecting hole potential energy of main fixed plate and time fixed plate.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the top view of Fig. 1.
Fig. 3 is the side view of Fig. 1.
Wherein:
Main fixation steel plate 1
Jack 2
Secondary fixation steel plate 3
Bolt hole 4
High-strength bolt 5
Extension 5.1.
Detailed description of the invention
Below in conjunction with accompanying drawing embodiment, this utility model is described in further detail.
As shown in Fig. 1 ~ Fig. 3, the overlength abnormal shape steel column apparatus for correcting in this utility model embodiment specifically includes that main fixation steel plate 1, jack 2, secondary fixation steel plate 3, bolt hole 4 and high-strength bolt 5；Described main fixation steel plate 1 is symmetrically arranged in the left and right sides of steel column, and secondary fixation steel plate 3 is symmetrically arranged in the both sides up and down of steel column, and steel column is i.e. between main fixation steel plate 1 and secondary fixation steel plate 3；
Described main fixation steel plate 1 and time fixation steel plate 3 are designed with bolt hole 4, and are connected by high-strength bolt 5, and the outside of described main fixation steel plate 1 is provided with extension 5.1, and the outer end of described extension 5.1 is connected with jack 2.
It is also preferred that the left described main fixation steel plate 1 is vertically provided with multiple bolt hole 4, for regulating the height of apparatus for correcting to adapt to the steel column of differing heights.
It is also preferred that the left described fixation steel plate 3 is horizontally disposed multiple bolt hole 4, for regulating the width of apparatus for correcting to adapt to the steel column of different in width.
It is also preferred that the left described main fixation steel plate 1 and time fixation steel plate 3 all use high-strength steel to make.
When using above-mentioned apparatus for correcting, first two main fixation steel plates 1 can be symmetrically disposed at steel column deformation both sides and be close to steel column, then two pieces fixation steel plates 3 are individually positioned in main fixation steel plate 1 two ends, high-strength bolt 5 is put into main fixation steel plate 1 and the bolt hole 4 of time fixation steel plate 3 and tightens, then jack one end is connected stress point, the other end connects main fixed plate 1, realizes correcting partial twist post by tightening up jack.
In above-mentioned steel column apparatus for correcting, main fixed plate 1 and time fixed plate 3 are provided with multiple bolt hole 4, are effectively fixed the steel column of various sizes by the connecting hole potential energy of the main fixed plate of regulation 1 and time fixed plate 3.
In summary, the simple structure of the above-mentioned steel column apparatus for correcting provided in this utility model, firm, therefore can meet and different correct requirement.And, the steel column of various sizes is effectively fixed by the connecting hole potential energy of the main fixed plate of regulation 1 and time fixed plate 3.
In addition to the implementation, this utility model also includes the technical scheme that other embodiments, all employing equivalents or equivalence substitute mode are formed, within all should falling into this utility model scope of the claims.
Claims (4)
1. an overlength abnormal shape steel column apparatus for correcting, it is characterized in that: it includes main fixation steel plate (1), jack (2), secondary fixation steel plate (3), bolt hole (4) and high-strength bolt (5), described main fixation steel plate (1) is symmetrically arranged in the left and right sides of steel column, secondary fixation steel plate (3) is symmetrically arranged in the both sides up and down of steel column, described main fixation steel plate (1) and time fixation steel plate (3) are designed with bolt hole (4), and connected by high-strength bolt (5), the outside of described main fixation steel plate (1) is provided with extension (5.1), the outer end of described extension (5.1) is connected with jack (2).
A kind of overlength abnormal shape steel column apparatus for correcting the most according to claim 1, it is characterised in that: vertically it is provided with multiple bolt hole (4) on described main fixation steel plate (1).
A kind of overlength abnormal shape steel column apparatus for correcting the most according to claim 1 and 2, it is characterised in that: the most horizontally disposed on described fixation steel plate (3) have multiple bolt hole (4).
A kind of overlength abnormal shape steel column apparatus for correcting the most according to claim 1, it is characterised in that: described main fixation steel plate (1) and time fixing steel (3) plate all use high-strength steel to make.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620247367.8U CN205637647U (en) | 2016-03-29 | 2016-03-29 | Overlength deformed steel post orthotic devices |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620247367.8U CN205637647U (en) | 2016-03-29 | 2016-03-29 | Overlength deformed steel post orthotic devices |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205637647U true CN205637647U (en) | 2016-10-12 |
Family
ID=57074774
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620247367.8U Active CN205637647U (en) | 2016-03-29 | 2016-03-29 | Overlength deformed steel post orthotic devices |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205637647U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109158452A (en) * | 2018-09-26 | 2019-01-08 | 山东钢铁股份有限公司 | A kind of deformed steel low temperature apparatus for correcting and its application method |
| CN113944228A (en) * | 2020-07-17 | 2022-01-18 | 桃源县平安机械设备制造有限公司 | Steel structure connecting joint |
| CN114570793A (en) * | 2022-03-10 | 2022-06-03 | 中交第四公路工程局有限公司 | Method for correcting welding residual deformation of steel plate in steel plate concrete shear wall |
-
2016
- 2016-03-29 CN CN201620247367.8U patent/CN205637647U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109158452A (en) * | 2018-09-26 | 2019-01-08 | 山东钢铁股份有限公司 | A kind of deformed steel low temperature apparatus for correcting and its application method |
| CN109158452B (en) * | 2018-09-26 | 2023-11-10 | 山东钢铁股份有限公司 | Deformed steel low-temperature correction device and application method thereof |
| CN113944228A (en) * | 2020-07-17 | 2022-01-18 | 桃源县平安机械设备制造有限公司 | Steel structure connecting joint |
| CN114570793A (en) * | 2022-03-10 | 2022-06-03 | 中交第四公路工程局有限公司 | Method for correcting welding residual deformation of steel plate in steel plate concrete shear wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 3801, 38 / F, China Construction Science and engineering building, No. 3331, Weilan Coast Community Central Road, Yuehai street, Nanshan District, Shenzhen City, Guangdong Province Patentee after: China Construction Science And Industry Co.,Ltd. Address before: 518000 Guangdong Shenzhen Futian District Che Kung Temple Riverfront Avenue deep industry Tien pine building 17 floor 17A Patentee before: China Construction Steel Structure Corp.,Ltd. |