CN103924787A - Steel column butt joint plane position correction device - Google Patents
Steel column butt joint plane position correction device Download PDFInfo
- Publication number
- CN103924787A CN103924787A CN201410191374.6A CN201410191374A CN103924787A CN 103924787 A CN103924787 A CN 103924787A CN 201410191374 A CN201410191374 A CN 201410191374A CN 103924787 A CN103924787 A CN 103924787A
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- steel column
- butt joint
- correcting
- plan
- plate
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 71
- 239000010959 steel Substances 0.000 title claims abstract description 71
- 210000001503 joint Anatomy 0.000 title claims abstract description 28
- 238000003032 molecular docking Methods 0.000 claims description 18
- 238000004519 manufacturing process Methods 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 7
- 238000009434 installation Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000001351 cycling effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000001915 proofreading effect Effects 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 230000003252 repetitive effect Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
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- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a steel column butt joint plane position correction device which comprises a panel used for placing a jack, a baffle used for abutting against the jack, a connection plate used for being connected with a butt joint steel column lug, a vertical supporting column and an inclined supporting column, wherein the vertical supporting column and the inclined supporting column are used for supporting the panel. The baffle is vertically arranged at the right end of the upper surface of the panel, and the connection plate is arranged at the left end of the panel; one end of the vertical supporting column and one end of the inclined supporting column are vertically arranged at the left end and the right end of the lower surface of the panel respectively, the other end of the inclined supporting column is connected with a column body of the inclined supporting column, and the other end of the inclined supporting column is in contact with the outer surface of a butt joint steel column. According to the steel column butt joint plane position correction device, quick and effective correction of the steel column butt joint plane position can be achieved without the need of arranging extra temporary connection plates on the steel column, the device has the advantages of being simple in structure, convenient to manufacture, reliable to operate and capable of being repeatedly used, position adjustment time of hoisting equipment is greatly shortened, and cost is reduced.
Description
Technical field
The present invention relates to the steel column butt joint installing area in construction work, particularly relate to a kind of steel column butt joint plan-position means for correcting.
Background technology
For guaranteeing steel column butt joint precision, conventionally on steel column, weld temporary connection plate, while carrying out scene installation, adopt bolt that fixedly temporary connection plate is installed, weld rear dismounting bolt, then cut off junction plate.
Yet such method of operating, adopting hanging device to carry out in steel column member docking construction, position adjustment has taken a large amount of set-up times, not only increase the expense expenditure of lifting machine, and greatly increased cut off, the polish follow-up work amounts such as repairing of constructor for temporary connection plate.
Summary of the invention
Main purpose of the present invention is, overcome deficiency of the prior art, a kind of steel column butt joint plan-position means for correcting is provided, and it need to not arrange extra temporary connection plate on steel column, just can realize steel column butt joint plan-position is carried out effectively proofreading and correct rapidly.
The steel column butt joint plan-position means for correcting that technical problem to be solved by this invention is to provide is simple in structure, easy to make, operation reliable, can reuse, can realize Fast Installation, remove the object convenient, calibration result is good, and there is the value in industry.
In order to achieve the above object, the technical solution adopted in the present invention is:
A steel column butt joint plan-position means for correcting, comprises flat board for placing jack, for supporting the baffle plate of jack, for the junction plate that is connected with docking steel column hanger and for perpendicular dagger and the cross-brace of support plate; Described baffle plate is vertically set on the right-hand member of dull and stereotyped upper surface; Described junction plate is arranged on dull and stereotyped left end; Described perpendicular dagger one end and cross-brace one end are vertically set on respectively the two ends, left and right of dull and stereotyped soffit, and the other end of described perpendicular dagger is connected with cross-brace cylinder, and the other end of described cross-brace contacts with docking steel column external surface.
Adopting hanging device to carry out, in steel column member docking construction, utilizing original hanger on steel column member, use steel column butt joint of the present invention plan-position means for correcting to carry out position adjustment.This means for correcting is connected with docking steel column hanger by junction plate, by the effect of jack, rapidly the plan-position of steel column is adjusted, after adjustment, steel column is welded and fixed.Such constructing operation, significantly reduce the position of hanging device and adjusted holding time, and without welding temporary connection plate and adopt bolt that fixedly temporary connection plate is installed on steel column, after having welded, need again to remove bolt, cut off again a series of construction operations such as temporary connection plate, reduce operating personnel's workload, and saved expense expenditure.
In technique scheme, the junction plate being connected with docking steel column hanger is arranged on dull and stereotyped left end, can be arranged on upper surface, side or the soffit of dull and stereotyped left end, as long as can realize the object that connects hanger.Such as being arranged to hook, fast steel column butt joint of the present invention plan-position means for correcting is hung on hanger, and then carried out correct operation, and remove equally fast, so efficiency of construction being greatly improved.
The present invention is further set to: described junction plate is at least to offer the bolt fixed head of a bolt hole, and described bolt fixed head and perpendicular dagger one end are vertically set on the left end of dull and stereotyped soffit successively.
The present invention is further set to: on described bolt fixed head, offer 3 bolts hole that vary in size.
The junction plate being connected with docking steel column hanger is arranged to bolt fixed head, makes this means for correcting more solid and reliable, more steady; During use, by bolt, this means for correcting is fixed on to steel column side, support on baffle plate jack one end, by regulating the plan-position of jack pair docking steel column to adjust.And on bolt fixed head, offer 3 bolts hole that vary in size, make this means for correcting scope of application wider, can with different size to dock steel column hanger suitable, greatly having improved can repetitive cycling utilization rate.
The present invention is further set to: described perpendicular dagger and cross-brace adopt steel pipe to make.
The present invention is further set to: described cross-brace is provided with head plate with the steel tube head that docking steel column external surface contacts.
The present invention is further set to: the thickness of described head plate is 6mm.
The present invention is further set to: described flat board, baffle plate, junction plate are made by the thick steel plate of 20mm.
Steel column butt joint of the present invention plan-position means for correcting, perpendicular dagger and cross-brace adopt steel pipe to make, and steel tube head is provided with the head plate that thickness is 6mm, and flat board, baffle plate, junction plate are made by the thick steel plate of 20mm, effectively guaranteed the weight capacity of means for correcting, safe and reliable.In manufacturing process, can, according to the size of selecting jack, the weight capacity of this means for correcting and size specifically be adjusted.
In sum, the technical scheme of a kind of steel column butt joint of the present invention plan-position means for correcting, not only have advantages of simple in structure, easy to make, operation is reliable, can reuse, and can realize Fast Installation, remove the object convenient, calibration result is good, significantly reduce the position of hanging device and adjust holding time, shorten the engineering phase, the expenditure of reducing expenses.
Foregoing is only the general introduction of technical solution of the present invention, and for clearer understanding technological means of the present invention, below in conjunction with accompanying drawing, the invention will be further described.
Accompanying drawing explanation
Fig. 1 is the structural representation of steel column butt joint of the present invention plan-position means for correcting.
The specific embodiment
Below in conjunction with Figure of description, the present invention is further illustrated.
As shown in Figure 1, a kind of steel column butt joint plan-position means for correcting, comprise flat board 1, baffle plate 2, junction plate 3 and perpendicular dagger 4 and cross-brace 5, its middle plateform 1 is for placing jack 6, baffle plate 2 is for supporting jack 6, junction plate 3 is for being connected with the hanger 8 on docking steel column 7, and perpendicular dagger 4 and cross-brace 5 are for support plate 1; Described junction plate 3 is bolt fixed head, offers a bolt hole 31 on bolt fixed head, by bolt, this means for correcting is fixed on to the side of docking steel column 7; Described baffle plate 2 is vertically set on the right-hand member of dull and stereotyped 1 upper surface; Described bolt fixed head and perpendicular dagger 4 one end are vertically set on the left end of dull and stereotyped 1 soffit successively; Described cross-brace 5 one end are vertically set on the right-hand member of dull and stereotyped 1 soffit, and the other end of described perpendicular dagger 4 is connected with cross-brace 5 cylinders, and the other end of described cross-brace 5 contacts with the external surface of docking steel column 7.
Also at described cross-brace 5, be provided with head plate 9 with the steel tube head that docking steel column 7 external surfaces contact, the thickness of head plate 9 is 6mm.Preferably, described dull and stereotyped 1, baffle plate 2, junction plate 3 are made by the thick steel plate of 20mm; Described perpendicular dagger 4 and cross-brace 5 all adopt steel pipe to make.
In steel column member docking construction, utilize original hanger 8 on steel column member 7, use steel column butt joint of the present invention plan-position means for correcting to carry out position adjustment.This means for correcting is connected with the hanger 8 of docking steel column 7 by junction plate 3, by the effect of jack 6, rapidly the plan-position of steel column 10 is adjusted, after adjustment, two steel columns are welded and fixed.
Compared with prior art, beneficial effect of the present invention is, without welding temporary connection plate and adopt bolt that fixedly temporary connection plate is installed on steel column, after having welded, need again to remove bolt, cut off again a series of construction operations such as temporary connection plate, not only can reduce operating personnel's workload, the expenditure of reducing expenses, and also installation is quick, dismounting is convenient, calibration result is good.
The above, it is only preferred embodiment of the present invention, not the present invention is done to any pro forma restriction, although the present invention discloses as above with preferred embodiment, yet not in order to limit the present invention, any those skilled in the art, do not departing within the scope of technical solution of the present invention, when can utilizing the technology contents of above-mentioned announcement to make a little change or being modified to the equivalent embodiment of equivalent variations, in every case be the content that does not depart from technical solution of the present invention, any simple modification of above embodiment being done according to technical spirit of the present invention, equivalent variations and modification, all still belong in the scope of technical solution of the present invention.
Claims (7)
1. a steel column butt joint plan-position means for correcting, is characterized in that: comprise flat board for placing jack, for supporting the baffle plate of jack, for the junction plate that is connected with docking steel column hanger and for perpendicular dagger and the cross-brace of support plate; Described baffle plate is vertically set on the right-hand member of dull and stereotyped upper surface; Described junction plate is arranged on dull and stereotyped left end; Described perpendicular dagger one end and cross-brace one end are vertically set on respectively the two ends, left and right of dull and stereotyped soffit, and the other end of described perpendicular dagger is connected with cross-brace cylinder, and the other end of described cross-brace contacts with docking steel column external surface.
2. steel column butt joint according to claim 1 plan-position means for correcting, it is characterized in that: described junction plate is at least to offer the bolt fixed head of a bolt hole, and described bolt fixed head and perpendicular dagger one end are vertically set on the left end of dull and stereotyped soffit successively.
3. steel column butt joint according to claim 2 plan-position means for correcting, is characterized in that: on described bolt fixed head, offer 3 bolts hole that vary in size.
4. steel column butt joint according to claim 1 and 2 plan-position means for correcting, is characterized in that: described perpendicular dagger and cross-brace adopt steel pipe to make.
5. steel column butt joint according to claim 4 plan-position means for correcting, is characterized in that: described cross-brace is provided with head plate with the steel tube head that docking steel column external surface contacts.
6. steel column butt joint according to claim 5 plan-position means for correcting, is characterized in that: the thickness of described head plate is 6mm.
7. steel column butt joint according to claim 1 and 2 plan-position means for correcting, is characterized in that: described flat board, baffle plate, junction plate are made by the thick steel plate of 20mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410191374.6A CN103924787A (en) | 2014-05-08 | 2014-05-08 | Steel column butt joint plane position correction device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410191374.6A CN103924787A (en) | 2014-05-08 | 2014-05-08 | Steel column butt joint plane position correction device |
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| CN103924787A true CN103924787A (en) | 2014-07-16 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201410191374.6A Pending CN103924787A (en) | 2014-05-08 | 2014-05-08 | Steel column butt joint plane position correction device |
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| CN (1) | CN103924787A (en) |
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104763155A (en) * | 2015-03-25 | 2015-07-08 | 浙江大学 | Accurate assembly method of noncircular pipe three-way grid single-layer latticed shell |
| CN105178614A (en) * | 2015-10-14 | 2015-12-23 | 中铁十四局集团第三工程有限公司 | Jack for steel truss girder upper chord member installation and steel truss girder upper chord member installation process |
| CN105649248A (en) * | 2016-03-18 | 2016-06-08 | 杭州江润科技有限公司 | Fabricated prestressed concrete hollow slab and cast-in-place beam integrated construction method |
| CN106193630A (en) * | 2016-07-05 | 2016-12-07 | 中国十九冶集团有限公司 | Prefabricated concrete bent frame column hoisting alignment tool |
| CN106594391A (en) * | 2017-01-11 | 2017-04-26 | 国网河南省电力公司电力科学研究院 | Misplacement correction device for connection plate of hanging rod |
| CN106996197A (en) * | 2016-01-25 | 2017-08-01 | 上海十三冶建设有限公司 | The correcting device and its application method misplaced for steel construction vertical member counterpart |
| CN107738984A (en) * | 2017-11-16 | 2018-02-27 | 中国电建集团铁路建设有限公司 | A kind of large-scale steel pipe lifting integrated positioning adjusting means and lifting combined method |
| CN108788618A (en) * | 2018-08-20 | 2018-11-13 | 武昌船舶重工集团有限公司 | The assembly tooling of cylinder segmentation and assembly method |
| CN109958231A (en) * | 2019-04-04 | 2019-07-02 | 中国十七冶集团有限公司 | A kind of oblique Construction of Steel Pipe Concrete Column method of Large Diameter Pipeline heavy wall |
| CN112096100A (en) * | 2020-09-22 | 2020-12-18 | 中国建筑第八工程局有限公司 | Assembled rapid hoisting correction auxiliary device and steel column hoisting method |
| CN112878709A (en) * | 2021-01-29 | 2021-06-01 | 中国五冶集团有限公司 | Accurate and rapid fine adjustment device for large steel column installation and fine adjustment method thereof |
| CN115142690A (en) * | 2022-06-15 | 2022-10-04 | 中国建筑第八工程局有限公司 | Intelligent integrated automatic steel column correction device |
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| JP3483522B2 (en) * | 2000-06-05 | 2004-01-06 | テクノス株式会社 | Position adjustment device for steel columns |
| CN101492967A (en) * | 2008-01-22 | 2009-07-29 | 上海宝冶建设有限公司 | Steel column error-correcting method |
| CN202645026U (en) * | 2012-04-19 | 2013-01-02 | 中冶天工上海十三冶建设有限公司 | Post foot correcting device for steel structure steel post |
| CN102889001A (en) * | 2012-11-06 | 2013-01-23 | 南通建筑工程总承包有限公司 | Device for adjusting butt joint dislocation of chord member of pipe truss structure |
| CN203361660U (en) * | 2013-05-24 | 2013-12-25 | 中建钢构有限公司 | Verticality adjustment and fixing device of reverse-building-method steel stand column |
| CN203441117U (en) * | 2013-06-26 | 2014-02-19 | 中建钢构有限公司 | Steel column locating device |
| CN203808537U (en) * | 2014-05-08 | 2014-09-03 | 江苏中南建筑产业集团有限责任公司 | Steel column butt-joint plane position correcting device |
-
2014
- 2014-05-08 CN CN201410191374.6A patent/CN103924787A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
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| JP3483522B2 (en) * | 2000-06-05 | 2004-01-06 | テクノス株式会社 | Position adjustment device for steel columns |
| CN101492967A (en) * | 2008-01-22 | 2009-07-29 | 上海宝冶建设有限公司 | Steel column error-correcting method |
| CN202645026U (en) * | 2012-04-19 | 2013-01-02 | 中冶天工上海十三冶建设有限公司 | Post foot correcting device for steel structure steel post |
| CN102889001A (en) * | 2012-11-06 | 2013-01-23 | 南通建筑工程总承包有限公司 | Device for adjusting butt joint dislocation of chord member of pipe truss structure |
| CN203361660U (en) * | 2013-05-24 | 2013-12-25 | 中建钢构有限公司 | Verticality adjustment and fixing device of reverse-building-method steel stand column |
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Cited By (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104763155A (en) * | 2015-03-25 | 2015-07-08 | 浙江大学 | Accurate assembly method of noncircular pipe three-way grid single-layer latticed shell |
| CN105178614A (en) * | 2015-10-14 | 2015-12-23 | 中铁十四局集团第三工程有限公司 | Jack for steel truss girder upper chord member installation and steel truss girder upper chord member installation process |
| CN105178614B (en) * | 2015-10-14 | 2017-08-15 | 中铁十四局集团第三工程有限公司 | Steel truss girder top boom installation jack and steel truss girder top boom mounting process |
| CN106996197A (en) * | 2016-01-25 | 2017-08-01 | 上海十三冶建设有限公司 | The correcting device and its application method misplaced for steel construction vertical member counterpart |
| CN105649248A (en) * | 2016-03-18 | 2016-06-08 | 杭州江润科技有限公司 | Fabricated prestressed concrete hollow slab and cast-in-place beam integrated construction method |
| CN106193630A (en) * | 2016-07-05 | 2016-12-07 | 中国十九冶集团有限公司 | Prefabricated concrete bent frame column hoisting alignment tool |
| CN106594391A (en) * | 2017-01-11 | 2017-04-26 | 国网河南省电力公司电力科学研究院 | Misplacement correction device for connection plate of hanging rod |
| CN107738984B (en) * | 2017-11-16 | 2024-10-25 | 中国电建集团铁路建设有限公司 | A large steel pipe hoisting assembly positioning and adjustment device and hoisting assembly method |
| CN107738984A (en) * | 2017-11-16 | 2018-02-27 | 中国电建集团铁路建设有限公司 | A kind of large-scale steel pipe lifting integrated positioning adjusting means and lifting combined method |
| CN108788618A (en) * | 2018-08-20 | 2018-11-13 | 武昌船舶重工集团有限公司 | The assembly tooling of cylinder segmentation and assembly method |
| CN109958231A (en) * | 2019-04-04 | 2019-07-02 | 中国十七冶集团有限公司 | A kind of oblique Construction of Steel Pipe Concrete Column method of Large Diameter Pipeline heavy wall |
| CN112096100A (en) * | 2020-09-22 | 2020-12-18 | 中国建筑第八工程局有限公司 | Assembled rapid hoisting correction auxiliary device and steel column hoisting method |
| CN112878709A (en) * | 2021-01-29 | 2021-06-01 | 中国五冶集团有限公司 | Accurate and rapid fine adjustment device for large steel column installation and fine adjustment method thereof |
| CN112878709B (en) * | 2021-01-29 | 2022-08-19 | 中国五冶集团有限公司 | Accurate and rapid fine adjustment device for large steel column installation and fine adjustment method thereof |
| CN115142690A (en) * | 2022-06-15 | 2022-10-04 | 中国建筑第八工程局有限公司 | Intelligent integrated automatic steel column correction device |
| CN115142690B (en) * | 2022-06-15 | 2023-10-13 | 中国建筑第八工程局有限公司 | Intelligent integrated steel column automatic correction device |
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| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20140716 |
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| RJ01 | Rejection of invention patent application after publication |