CN106996197A - The correcting device and its application method misplaced for steel construction vertical member counterpart - Google Patents
The correcting device and its application method misplaced for steel construction vertical member counterpart Download PDFInfo
- Publication number
- CN106996197A CN106996197A CN201610046984.6A CN201610046984A CN106996197A CN 106996197 A CN106996197 A CN 106996197A CN 201610046984 A CN201610046984 A CN 201610046984A CN 106996197 A CN106996197 A CN 106996197A
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- China
- Prior art keywords
- tripod
- vertical member
- bottom plate
- plate
- counterpart
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/18—Adjusting tools; Templates
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The present invention relates to Installation Technique of Steel Structure field, specifically a kind of correcting device misplaced for steel construction vertical member counterpart；It is characterized in that：It includes bottom plate, tripod, limiting plate, limiting plate ribbed stiffener, jack, wing plate；Tripod is welded and fixed with hypomere vertical member；Bottom plate is fixed at the top of tripod；Limiting plate is welded and fixed with bottom plate and sets limiting plate ribbed stiffener to strengthen；Jack is held between limiting plate and epimere vertical member, and bottom plate both sides add wing plate.This steel construction vertical member counterpart dislocation correcting device adjusts upper and lower section of vertical member counterpart position by adjusting the top lifting height of jack, reduce the vertical error of steel structure hoisting, and present apparatus convenient disassembly, other devices are reused in addition to tripod simultaneously, and steel construction vertical member counterpart position can be finely adjusted using the device.
Description
Technical field
The present invention relates to Installation Technique of Steel Structure field, specifically a kind of correcting device misplaced for steel construction vertical member counterpart and its application method.
Background technology
As the variation of high-rise building moulding is with complicating, application of the steel construction in high-rise building field is more and more extensive.Super high steel structure component physical dimension is big, structural segmented to increase due to Lifting Capacity limitation, adds the size Control difficulty of structure high-altitude group pair.The counterpart dislocation of the vertical members such as steel pipe column, stiffened column, box steel plate shear force wall, special-shaped steel structure post easily occurs, so as to cause malformation and the inclination and offset of super high steel structure.
The content of the invention
It is an object of the present invention to provide a kind of easy device for being used to reduce the dislocation of steel construction vertical member counterpart in work progress and be easy to operation, so as to avoid counterpart dislocation excessive, it is ensured that the installation accuracy of steel construction vertical member.
In order to achieve the above object, the present invention is realized in：
A kind of correcting device misplaced for steel construction vertical member counterpart, it includes bottom plate, tripod, limiting plate, limiting plate ribbed stiffener, jack, wing plate；Tripod is welded and fixed with hypomere vertical member；Bottom plate is fixed at the top of tripod；Limiting plate is welded and fixed with bottom plate and sets limiting plate ribbed stiffener to strengthen；Jack is held between limiting plate and epimere vertical member, and bottom plate both sides add wing plate.
Described is used for the correcting device that steel construction vertical member counterpart misplaces, and tripod is fixed with bottom plate using three groups of bolt connection pairs.
The application method of the correcting device, including
Step 1, tripod and hypomere vertical member be welded and fixed, tripod absolute altitude is high less than hypomere vertical member top mark；
Step 2, according to jack specification positioning limit plate, wing plate and it is fixedly welded on bottom plate, and sets limiting plate ribbed stiffener；
Step 3, three groups of bolt connection tripods and bottom plate formation stable triangular system, it is ensured that connection is firm, and floor level is high concordant with hypomere component top mark；
Step 4, jack is shelved on bottom plate, regulation jack top lifting height is to adjust upper and lower section of component counterpart position；
After step 5, the adjustment of steel structure member counterpart are finished, erecting and welding is completed；
Step 6, other devices except tripod are unloaded, the counterpart for other vertical members, which misplaces, corrects, and cuts tripod.
This steel construction vertical member counterpart dislocation correcting device adjusts upper and lower section of vertical member counterpart position by adjusting the top lifting height of jack, reduce the vertical error of steel structure hoisting, and present apparatus convenient disassembly, other devices are reused in addition to tripod simultaneously, and steel construction vertical member counterpart position can be finely adjusted using the device.
Brief description of the drawings
Fig. 1 is structural representation of the invention.
Fig. 2 is base arrangement schematic diagram of the invention.
Fig. 3 is tripod structure schematic diagram of the invention.
Embodiment
The present invention is further illustrated below by way of specific embodiment.
As shown in Figure 1, Figure 2 and Figure 3, a kind of correcting device misplaced for steel construction vertical member counterpart, it includes bottom plate 1, tripod 2, limiting plate 3, limiting plate ribbed stiffener 4, jack 5, wing plate 6；Tripod 2 is welded and fixed with hypomere steel column component 7；Bottom plate 1 is arranged on the top of tripod 2, is connected by screw bolts；Limiting plate 3 is welded and fixed with bottom plate 1 and strengthened using limiting plate ribbed stiffener 4；Jack 5 is held between limiting plate 3 and epimere steel column 8, and bottom plate 1 adds wing plate 6 to prevent the laterally landing of jack 5.
Above-mentioned steel construction counterpart dislocation correcting device,
Bottom plate 1 is that the thick steel plates of 20mm, tripod 2 are that the thick steel plates of 15mm, limiting plate 3 are that the thick steel plates of 10mm, limiting plate ribbed stiffener 4 are that the thick steel plates of 10mm, wing plate 6 are the thick steel plates of 5mm.
The construction method of above-mentioned steel construction counterpart dislocation correcting device：
Step 1, tripod 2 is welded and fixed with hypomere steel column 7, the absolute altitude of tripod 2 is high less than the top mark of hypomere steel column 7, and weld seam form uses angle welding, and Size of welds is 12mm；
Step 2, by positioning limit plate 3, wing plate 6 and it is fixedly welded on bottom plate 1, and sets limiting plate ribbed stiffener 4, weld seam form uses angle welding, and Size of welds is 8mm；
Step 3, three groups of connection tripods 2 of bolt 9 and the formation stable triangular system of bottom plate 1, it is ensured that connection is firm, and floor level is high concordant with the top mark of hypomere steel column 7；
Step 4, jack 5 is shelved on bottom plate 1, the regulation top lifting height of jack 5 is to adjust steel column 7, the counterpart position of steel column 8；
After step 5, the adjustment of steel structure member counterpart are finished, erecting and welding is completed；
Step 6, other devices except tripod 2 are unloaded, the counterpart for other vertical members, which misplaces, corrects, and cuts tripod 2.
In above-mentioned construction operation, step 2 can be completed in steel construction processing factory, be transported after the completion of batch production to building site, be connected before steel column counterpart with tripod 2.
Claims (3)
1. a kind of correcting device misplaced for steel construction vertical member counterpart, it is characterized in that：It includes bottom plate, tripod, limiting plate, limiting plate ribbed stiffener, jack, wing plate；Tripod is welded and fixed with hypomere vertical member；Bottom plate is fixed at the top of tripod；Limiting plate is welded and fixed with bottom plate and sets limiting plate ribbed stiffener to strengthen；Jack is held between limiting plate and epimere vertical member, and bottom plate both sides add wing plate.
2. the correcting device according to claim 1 misplaced for steel construction vertical member counterpart, it is characterized in that：Tripod is fixed with bottom plate using three groups of bolt connection pairs.
3. the application method of correcting device described in claim 1, it is characterized in that：Including
Step 1, tripod and hypomere vertical member be welded and fixed, tripod absolute altitude is high less than hypomere vertical member top mark；
Step 2, according to jack specification positioning limit plate, wing plate and it is fixedly welded on bottom plate, and sets limiting plate ribbed stiffener；
Step 3, three groups of bolt connection tripods and bottom plate formation stable triangular system, it is ensured that connection is firm, and floor level is high concordant with hypomere component top mark；
Step 4, jack is shelved on bottom plate, regulation jack top lifting height is to adjust upper and lower section of component counterpart position；
After step 5, the adjustment of steel structure member counterpart are finished, erecting and welding is completed；
Step 6, other devices except tripod are unloaded, the counterpart for other vertical members, which misplaces, corrects, and cuts tripod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610046984.6A CN106996197A (en) | 2016-01-25 | 2016-01-25 | The correcting device and its application method misplaced for steel construction vertical member counterpart |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610046984.6A CN106996197A (en) | 2016-01-25 | 2016-01-25 | The correcting device and its application method misplaced for steel construction vertical member counterpart |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106996197A true CN106996197A (en) | 2017-08-01 |
Family
ID=59428253
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610046984.6A Pending CN106996197A (en) | 2016-01-25 | 2016-01-25 | The correcting device and its application method misplaced for steel construction vertical member counterpart |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106996197A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109972515A (en) * | 2019-04-20 | 2019-07-05 | 中铁六局集团石家庄铁路建设有限公司 | A kind of cable-stayed bridge steel plate concrete mating type Sarasota micromatic setting and its alignment methods |
| CN110172914A (en) * | 2019-05-20 | 2019-08-27 | 中交路桥华东工程有限公司 | A kind of armored concrete high tower prevents the device and construction method of segment faulting of slab ends generation |
| CN112796527A (en) * | 2021-01-04 | 2021-05-14 | 上海振华重工(集团)股份有限公司 | Assembly deviation adjusting method for machine room of shore crane |
| CN113982283A (en) * | 2021-10-26 | 2022-01-28 | 中铁七局集团有限公司 | Steel structure leveling process |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4588207B2 (en) * | 2000-12-26 | 2010-11-24 | テクノス株式会社 | Steel column misalignment correction jig |
| CN103924787A (en) * | 2014-05-08 | 2014-07-16 | 江苏中南建筑产业集团有限责任公司 | Steel column butt joint plane position correction device |
| CN203808535U (en) * | 2014-01-15 | 2014-09-03 | 天津二十冶建设有限公司 | Device for adjusting column axis in cup-rim-shaped building |
-
2016
- 2016-01-25 CN CN201610046984.6A patent/CN106996197A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4588207B2 (en) * | 2000-12-26 | 2010-11-24 | テクノス株式会社 | Steel column misalignment correction jig |
| CN203808535U (en) * | 2014-01-15 | 2014-09-03 | 天津二十冶建设有限公司 | Device for adjusting column axis in cup-rim-shaped building |
| CN103924787A (en) * | 2014-05-08 | 2014-07-16 | 江苏中南建筑产业集团有限责任公司 | Steel column butt joint plane position correction device |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109972515A (en) * | 2019-04-20 | 2019-07-05 | 中铁六局集团石家庄铁路建设有限公司 | A kind of cable-stayed bridge steel plate concrete mating type Sarasota micromatic setting and its alignment methods |
| CN110172914A (en) * | 2019-05-20 | 2019-08-27 | 中交路桥华东工程有限公司 | A kind of armored concrete high tower prevents the device and construction method of segment faulting of slab ends generation |
| CN112796527A (en) * | 2021-01-04 | 2021-05-14 | 上海振华重工(集团)股份有限公司 | Assembly deviation adjusting method for machine room of shore crane |
| CN113982283A (en) * | 2021-10-26 | 2022-01-28 | 中铁七局集团有限公司 | Steel structure leveling process |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170801 |