CN204974825U - Inboard apposition of two jack of steel construction cross post is corrected control and is warp device - Google Patents
Inboard apposition of two jack of steel construction cross post is corrected control and is warp device Download PDFInfo
- Publication number
- CN204974825U CN204974825U CN201520527589.0U CN201520527589U CN204974825U CN 204974825 U CN204974825 U CN 204974825U CN 201520527589 U CN201520527589 U CN 201520527589U CN 204974825 U CN204974825 U CN 204974825U
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- CN
- China
- Prior art keywords
- jack
- steel construction
- construction cross
- cross column
- cross post
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- Expired - Fee Related
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- 238000010276 construction Methods 0.000 title claims abstract description 37
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 36
- 239000010959 steel Substances 0.000 title claims abstract description 36
- 238000003466 welding Methods 0.000 abstract description 6
- 230000000694 effects Effects 0.000 abstract description 4
- 238000004519 manufacturing process Methods 0.000 description 5
- 230000036244 malformation Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000000729 antidote Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 229910000679 solder Inorganic materials 0.000 description 1
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- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model discloses an inboard apposition of two jack of steel construction cross post is corrected control and is warp device, the device is including steel construction cross post, correction platform, jack, tensile pole, mount pad, infrared ray surveyor's level, it is provided with steel construction cross post to correct the platform upper surface, surface mounting has the jack in the steel construction cross toe portion, the upper end roof pressure of jack cross post crossbeam lower surface, it is provided with the mount pad to correct the platform side, the cover is equipped with tensile pole on the mount pad, the surveyor's level is installed to tensile pole upper end. The utility model has the advantages that: the practicality is strong, and safe and reliable changes the original correction mode of steel construction cross post, has improved the precision that corrected cross post welding preparation back, has reduced working strength, has corrected the cost, has shortened the activity duration.
Description
Technical field
The utility model relates to a kind of construction steel structure adjustment apparatus for correcting, and in particular, inside relating to the two jack of a kind of steel construction cross column, coordination corrects controlling distortion device.
Background technology
At present, in steel construction cross column process, owing to being all adopt welding production, therefore structure temperature distortion in manufacturing process, after structure welding completes, need correct malformation.What current majority adopted is that flame adds heat straightening, and this antidote, weak effect, cost are high, the operating time is long.
Utility model content
The utility model is for the deficiency of existing product, and inside providing the two jack of a kind of rational in infrastructure, practical, safe and reliable, reusable steel construction cross column, coordination corrects controlling distortion device.
Inside the two jack of steel construction cross column of the present utility model, coordination corrects controlling distortion device, and described device comprises steel construction cross column, leveling block, jack, stretching bar, mount pad, infrared ray spirit level; Described leveling block upper surface is provided with steel construction cross column, described steel construction cross column upper base surface is provided with jack, the top, upper end of described jack is pressed in the lower surface of cross column crossbeam, described leveling block side is provided with mount pad, described mount pad is set with stretching bar, described stretching bar upper end is provided with spirit level.Described spirit level is infrared ray spirit level.Be bolted between described mount pad and stretching bar.Described jack is manual fine-tuning jack.
The beneficial effects of the utility model are: (1) is rational in infrastructure, are easy to manufacture, and cost is low; (2) practical, safe and reliable, change the original rectification mode of steel construction cross column, the precision of correcting after improve cross column welding production, reduce working strength, correct cost, shorten the activity duration; (3) detachably reuse, reduce construction cost.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
In figure: steel construction cross column 1, cross column crossbeam 2, leveling block 3, jack 4, mount pad 5, stretching bar 6, spirit level 7.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model will be further described.
In the drawings, inside the two jack of steel construction cross column of the present utility model, coordination rectification controlling distortion device forms primarily of steel construction cross column 1, cross column crossbeam 2, leveling block 3, jack 4, mount pad 5, stretching bar 6, spirit level 7.
Inside the two jack of steel construction cross column, coordination corrects controlling distortion device, and described device comprises steel construction cross column 1, leveling block 3, jack 4, mount pad 5, stretching bar 6, infrared ray spirit level 7; Described leveling block 3 upper surface is provided with steel construction cross column 1, described steel construction cross column 1 upper base surface is provided with jack 4, the top, upper end of described jack 4 is pressed in the lower surface of cross column crossbeam 2, described leveling block 3 side is provided with mount pad 5, described mount pad 5 is set with stretching bar 6, and described stretching bar 6 upper end is provided with spirit level 7.Described spirit level 7 is infrared ray spirit level.Be bolted between described mount pad 5 and stretching bar 6.Described jack 4 is manual fine-tuning jack.
Steel construction cross column adopts Plate Welding to complete, and distortion is comparatively large, and cross column weld seam is owing to adding thermal weld by flame, and the situations such as the weld seam after having welded etc. easily ftracture, slagging scorification, solder skip, after completing welding, butt welded seam carries out nondestructive flaw detection examination.Leveling block, need smooth, firm, meet the needs of steel construction cross column length construction, the requirement of jack will according to rectification steel construction cross column steel plate, and the size of structure is determined, symmetrical during use, when malformation corrected by jack in addition, side jack simultaneously is at least wanted to be no less than 2, every spacing distance 300mm, for the larger position of distortion in adjustment process, flame local heat can be used.
Inside the two jack of steel construction cross column of the present utility model, coordination corrects controlling distortion device, change the original rectification mode of steel construction cross column, the precision of correcting after improve cross column welding production, reduces working strength, corrects cost, shorten the activity duration.
Claims (4)
1. inside the two jack of steel construction cross column, coordination corrects controlling distortion device, it is characterized in that, described device comprises steel construction cross column (1), leveling block (3), jack (4), mount pad (5), stretching bar (6), infrared ray spirit level (7); Described leveling block (3) upper surface is provided with steel construction cross column (1), described steel construction cross column (1) upper base surface is provided with jack (4), the top, upper end of described jack (4) is pressed in the lower surface of cross column crossbeam (2), described leveling block (3) side is provided with mount pad (5), described mount pad (5) is set with stretching bar (6), described stretching bar (6) upper end is provided with spirit level (7).
2. inside the two jack of steel construction cross column according to claim 1, coordination corrects controlling distortion device, and it is characterized in that, described spirit level (7) is infrared ray spirit level.
3. inside the two jack of steel construction cross column according to claim 1, coordination corrects controlling distortion device, it is characterized in that, is bolted between described mount pad (5) and stretching bar (6).
4. inside the two jack of steel construction cross column according to claim 1, coordination corrects controlling distortion device, and it is characterized in that, described jack (4) is manual fine-tuning jack.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520527589.0U CN204974825U (en) | 2015-07-21 | 2015-07-21 | Inboard apposition of two jack of steel construction cross post is corrected control and is warp device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520527589.0U CN204974825U (en) | 2015-07-21 | 2015-07-21 | Inboard apposition of two jack of steel construction cross post is corrected control and is warp device |
Publications (1)
Publication Number | Publication Date |
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CN204974825U true CN204974825U (en) | 2016-01-20 |
Family
ID=55109245
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201520527589.0U Expired - Fee Related CN204974825U (en) | 2015-07-21 | 2015-07-21 | Inboard apposition of two jack of steel construction cross post is corrected control and is warp device |
Country Status (1)
Country | Link |
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CN (1) | CN204974825U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107186006A (en) * | 2017-07-14 | 2017-09-22 | 中国五冶集团有限公司 | A kind of bearing calibration of H profile steel welding deformation |
CN111076881A (en) * | 2020-01-18 | 2020-04-28 | 山东普泰工程检测鉴定有限公司 | Intelligent deformation detection system for large building steel structure |
-
2015
- 2015-07-21 CN CN201520527589.0U patent/CN204974825U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107186006A (en) * | 2017-07-14 | 2017-09-22 | 中国五冶集团有限公司 | A kind of bearing calibration of H profile steel welding deformation |
CN111076881A (en) * | 2020-01-18 | 2020-04-28 | 山东普泰工程检测鉴定有限公司 | Intelligent deformation detection system for large building steel structure |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160120 |
|
CF01 | Termination of patent right due to non-payment of annual fee |