CN203247859U - Alignment device for butt joint perpendicularity of large steel columns - Google Patents
Alignment device for butt joint perpendicularity of large steel columns Download PDFInfo
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- CN203247859U CN203247859U CN 201320264697 CN201320264697U CN203247859U CN 203247859 U CN203247859 U CN 203247859U CN 201320264697 CN201320264697 CN 201320264697 CN 201320264697 U CN201320264697 U CN 201320264697U CN 203247859 U CN203247859 U CN 203247859U
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- alignment device
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Abstract
The utility model discloses an alignment device for the butt joint perpendicularity of large steel columns, and belongs to steel column installation auxiliary devices. The alignment device is characterized by mainly comprising four bracket boards and four jacks, each bracket board is mainly composed of an upper bracket board and a lower bracket board, the structure of each upper bracket board is the same as the structure of each lower bracket board, each upper bracket board and each lower bracket board are respectively formed by welding a rectangular horizontal board and a rectangular vertical board, each upper bracket board is in a reversed-T shape, each lower bracket board is in a T shape, the four bracket boards are correspondingly welded on the portion of a vertical central line of each of the left side face, the right side face, the front side face and the rear side face of the connector section of an upper steel column and a lower steel column, the upper bracket board and the lower bracket board of each bracket board are arranged symmetrically, and one jack is installed between the upper bracket board and the lower bracket board of each bracket board correspondingly. When the alignment device is used, the four jacks on the left side, the right side, the front side and the rear side are utilized to regulate the perpendicularity of the upper steel column, and the alignment device meets the requirements for the perpendicularity, and is convenient to use and efficient.
Description
Technical field
The utility model belongs to the steel column installation auxiliary device, especially relates to a kind of alignment device of Steel for Large Steel Column docking.
Background technology
In metallurgy industry high-rise steel structure factory building was installed, the factory building steel column was sometimes up to hundred meters, and single steel column can weigh hundred tons, and the making of this steel column is finished in steel work factory usually, and for the ease of transportation, this steel column is minute two sections making, at the scene abutting joints usually; The hypomere steel column is installed first usually, and then the recycling crane is installed the epimere steel column in place junction plate and is tightened connecting bolt, at this mounting method, there is the steel column of foozle for docking port, just is difficult to eliminate foozle, be difficult to guarantee the verticality of epimere steel column butt joint.
Summary of the invention
The purpose of this utility model is the alignment device that proposes a kind of Steel for Large Steel Column docking verticality, and is not only simple and reasonable for structure, easy to operate, and guarantees the installation quality of Steel for Large Steel Column.
The purpose of this utility model is achieved like this: a kind of alignment device (abbreviation alignment device) of Steel for Large Steel Column docking verticality, comprise epimere steel column and hypomere steel column, this epimere steel column and hypomere steel column butt joint also are fixedly connected with junction plate and connecting bolt, the alignment device that it is characterized in that this Steel for Large Steel Column docking verticality mainly is comprised of four groups of bracket plates and four jack, every group of bracket plate is again mainly by upper bracket plate, lower bracket plate forms, bracket plate on this, the structure of lower bracket plate is identical, all mainly formed by the level board of rectangle and the vertical riser assembly welding of rectangle, and bracket plate is ⊥ shape and descends the bracket plate to be the shape of falling ⊥ on this, with these four groups of bracket plates corresponding being welded on the position of the vertical center line of the left-right and front-back side of upper-lower section steel column interface end section respectively, be about to respectively corresponding being welded on the position of the vertical center line of the left-right and front-back side of the lower end of epimere steel column section of these four upper bracket plates, and with these four lower bracket plates corresponding being welded on the position of the vertical center line of the left-right and front-back side of the upper end section of hypomere steel column respectively, and make each organize upper bracket plate, lower bracket plate all is and is symmetrical arranged, distinguishing corresponding installation jack, bracket plate on this between bracket plate and the lower bracket plate on each group, lower bracket plate all available thickness of slab is that the steel plate of 20-30mm is made.
During use, the hypomere steel column is installed first, the recycling crane is with the epimere steel column in place, then junction plate is installed and is tightened the connecting bolt Primary Location, according to the requirement of verticality of steel column, utilize four jack pair epimeres of left-right and front-back steel column to carry out the adjustment of verticality, after verticality meets the demands again, construction in line with the drawings is located the steel column welding is permanent again.
The Steel for Large Steel Column that the utility model proposes docks the alignment device of verticality, and is not only simple and reasonable for structure, easy to operate, and guaranteed the installation quality of Steel for Large Steel Column.
The alignment device that the Steel for Large Steel Column that now in conjunction with the accompanying drawings and embodiments the utility model is proposed docks verticality is described further.
Description of drawings
Fig. 1 is that the master of the alignment device of the Steel for Large Steel Column docking verticality that proposes of the utility model when using looks schematic diagram.
Among Fig. 1: 1, upper bracket plate 2, lower bracket plate 3, jack 4, epimere steel column 5, hypomere steel column 6, erection bolt 7, junction plate.
The specific embodiment
As can be seen from Figure 1: a kind of alignment device (abbreviation alignment device) of Steel for Large Steel Column docking verticality, comprise epimere steel column 4 and hypomere steel column 5, this epimere steel column 4 docks with hypomere steel column 5 and is fixedly connected with junction plate 7 and connecting bolt 6, the alignment device that it is characterized in that this Steel for Large Steel Column docking verticality mainly is comprised of four groups of bracket plates and four jack 4, every group of bracket plate is again mainly by upper bracket plate 1, lower bracket plate 2 forms, bracket plate 1 on this, the structure of lower bracket plate 2 is identical, all mainly formed by the level board of rectangle and the vertical riser assembly welding of rectangle, and bracket plate 1 is ⊥ shape and descends bracket plate 2 to be the shape of falling ⊥ on this, with these four groups of bracket plates corresponding being welded on the position of the vertical center line of the left-right and front-back side of upper-lower section steel column interface end section respectively, be about to respectively corresponding being welded on the position of the vertical center line of the left-right and front-back side of the lower end of epimere steel column 4 section of these four upper bracket plates 1, and with these four lower bracket plates 2 corresponding being welded on the position of the vertical center line of the left-right and front-back side of the upper end section of hypomere steel column 5 respectively, and make each organize upper bracket plate 1, lower bracket plate 2 all is and is symmetrical arranged, distinguishing corresponding installation jack 3, bracket plate 1 on this between bracket plate 1 and the lower bracket plate 2 on each group, lower bracket plate 2 all available thickness of slab is that the steel plate of 20-30mm is made.
During use, hypomere steel column 5 is installed first, the recycling crane is in place with epimere steel column 4, then junction plate 7 is installed and is tightened connecting bolt 6 Primary Location, according to the requirement of verticality of steel column, utilize 3 pairs of epimere steel columns of four jack of left-right and front-back 4 to carry out the adjustment of verticality, after verticality meets the demands again, construction in line with the drawings is located the steel column welding is permanent again.
Claims (2)
1. a Steel for Large Steel Column docks the alignment device of verticality, comprise epimere steel column (4) and hypomere steel column (5), this epimere steel column (4) docks with hypomere steel column (5) and is fixedly connected with junction plate (7) and connecting bolt (6), it is characterized in that: the alignment device of this Steel for Large Steel Column docking verticality mainly is comprised of four groups of bracket plates and four jack (4), every group of bracket plate is again mainly by upper bracket plate (1), lower bracket plate (2) forms, bracket plate (1) on this, the structure of lower bracket plate (2) is identical, all mainly formed by the level board of rectangle and the vertical riser assembly welding of rectangle, and bracket plate (1) is ⊥ shape and descends bracket plate (2) to be the shape of falling ⊥ on this, with these four groups of bracket plates corresponding being welded on the position of the vertical center line of the left-right and front-back side of upper-lower section steel column interface end section respectively, be about to these four upper bracket plates (1) respectively correspondence be welded on the position of the vertical center line of the left-right and front-back side of the lower end section of epimere steel column (4), and with these four lower bracket plates (2) respectively correspondence be welded on the position of the vertical center line of the left-right and front-back side of the upper end section of hypomere steel column (5), and make each organize upper bracket plate (1), lower bracket plate (2) all is and is symmetrical arranged, and distinguishes corresponding installation jack (3) between bracket plate (1) on each group and lower bracket plate (2).
2. the alignment device of Steel for Large Steel Column according to claim 1 docking verticality is characterized in that bracket plate (1) on this, lower bracket plate (2) are that the steel plate of 20-30mm is made with thickness of slab all.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320264697 CN203247859U (en) | 2013-05-16 | 2013-05-16 | Alignment device for butt joint perpendicularity of large steel columns |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320264697 CN203247859U (en) | 2013-05-16 | 2013-05-16 | Alignment device for butt joint perpendicularity of large steel columns |
Publications (1)
| Publication Number | Publication Date |
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| CN203247859U true CN203247859U (en) | 2013-10-23 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320264697 Expired - Lifetime CN203247859U (en) | 2013-05-16 | 2013-05-16 | Alignment device for butt joint perpendicularity of large steel columns |
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Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103982048A (en) * | 2014-05-04 | 2014-08-13 | 安徽富煌钢构股份有限公司 | Overhead correction adjuster for box-shaped steel columns in ultrahigh layer steel structure |
| CN104100009A (en) * | 2014-08-05 | 2014-10-15 | 山东莱钢建设有限公司 | Connection device for steel column butt connection and steel column butt connecting method |
| CN105604197A (en) * | 2016-03-23 | 2016-05-25 | 中冶建工集团有限公司 | Steel pipe column barrel structure of beam column |
| CN105735474A (en) * | 2016-03-23 | 2016-07-06 | 中冶建工集团有限公司 | Single-layer steel pipe column construction method for core tube beam column |
| CN105935852A (en) * | 2016-06-08 | 2016-09-14 | 无锡华光锅炉股份有限公司 | Box-column abutting locating device and locating method |
| CN106150105A (en) * | 2015-03-26 | 2016-11-23 | 五冶集团上海有限公司 | A kind of stiffened column installation method |
| CN108343163A (en) * | 2018-05-08 | 2018-07-31 | 中国二十二冶集团有限公司 | Steel column butt joint adjusts fixing device and method |
| CN108590205A (en) * | 2018-06-13 | 2018-09-28 | 南通四建集团有限公司 | A kind of steel construction rigid steel pile installation site regulating device and adjusting method |
| CN108756064A (en) * | 2018-08-24 | 2018-11-06 | 浙江远大钢构实业有限公司 | A kind of square tube column docking auxiliary construction structure |
| CN109138459A (en) * | 2018-09-19 | 2019-01-04 | 中国十七冶集团有限公司 | A kind of steel column butt welding degree control device |
| CN110359722A (en) * | 2019-06-28 | 2019-10-22 | 五冶集团上海有限公司 | A kind of steel column correction jacking bracket and its application method |
| CN113463929A (en) * | 2021-07-29 | 2021-10-01 | 中冶建工集团重庆钢结构有限公司 | Construction method for improving installation accuracy of steel column |
| CN113818700A (en) * | 2021-09-30 | 2021-12-21 | 中冶(上海)钢结构科技有限公司 | Leveling device and method for quickly mounting and positioning columnar member |
| CN114951993A (en) * | 2022-05-23 | 2022-08-30 | 甘肃建投建设有限公司 | Laser-assisted welding positioning device for reinforcement cage and construction method of laser-assisted welding positioning device |
-
2013
- 2013-05-16 CN CN 201320264697 patent/CN203247859U/en not_active Expired - Lifetime
Cited By (18)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103982048A (en) * | 2014-05-04 | 2014-08-13 | 安徽富煌钢构股份有限公司 | Overhead correction adjuster for box-shaped steel columns in ultrahigh layer steel structure |
| CN104100009A (en) * | 2014-08-05 | 2014-10-15 | 山东莱钢建设有限公司 | Connection device for steel column butt connection and steel column butt connecting method |
| CN106150105A (en) * | 2015-03-26 | 2016-11-23 | 五冶集团上海有限公司 | A kind of stiffened column installation method |
| CN105604197A (en) * | 2016-03-23 | 2016-05-25 | 中冶建工集团有限公司 | Steel pipe column barrel structure of beam column |
| CN105735474A (en) * | 2016-03-23 | 2016-07-06 | 中冶建工集团有限公司 | Single-layer steel pipe column construction method for core tube beam column |
| CN105604197B (en) * | 2016-03-23 | 2018-01-16 | 中冶建工集团有限公司 | A kind of beam column steel pipe column barrel structure |
| CN105935852A (en) * | 2016-06-08 | 2016-09-14 | 无锡华光锅炉股份有限公司 | Box-column abutting locating device and locating method |
| CN108343163A (en) * | 2018-05-08 | 2018-07-31 | 中国二十二冶集团有限公司 | Steel column butt joint adjusts fixing device and method |
| CN108590205A (en) * | 2018-06-13 | 2018-09-28 | 南通四建集团有限公司 | A kind of steel construction rigid steel pile installation site regulating device and adjusting method |
| CN108590205B (en) * | 2018-06-13 | 2024-02-20 | 南通四建集团有限公司 | Device and method for adjusting installation position of steel structure stiff steel column |
| CN108756064A (en) * | 2018-08-24 | 2018-11-06 | 浙江远大钢构实业有限公司 | A kind of square tube column docking auxiliary construction structure |
| CN109138459A (en) * | 2018-09-19 | 2019-01-04 | 中国十七冶集团有限公司 | A kind of steel column butt welding degree control device |
| CN109138459B (en) * | 2018-09-19 | 2020-04-14 | 中国十七冶集团有限公司 | Section steel post welding butt joint straightness controller that hangs down |
| CN110359722A (en) * | 2019-06-28 | 2019-10-22 | 五冶集团上海有限公司 | A kind of steel column correction jacking bracket and its application method |
| CN113463929A (en) * | 2021-07-29 | 2021-10-01 | 中冶建工集团重庆钢结构有限公司 | Construction method for improving installation accuracy of steel column |
| CN113818700A (en) * | 2021-09-30 | 2021-12-21 | 中冶(上海)钢结构科技有限公司 | Leveling device and method for quickly mounting and positioning columnar member |
| CN114951993A (en) * | 2022-05-23 | 2022-08-30 | 甘肃建投建设有限公司 | Laser-assisted welding positioning device for reinforcement cage and construction method of laser-assisted welding positioning device |
| CN114951993B (en) * | 2022-05-23 | 2024-01-19 | 甘肃建投建设有限公司 | Steel reinforcement cage laser-assisted welding positioning device and construction method thereof |
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| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20131023 |
|
| CX01 | Expiry of patent term |