CN203808537U - Steel column butt-joint plane position correcting device - Google Patents

Steel column butt-joint plane position correcting device Download PDF

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Publication number
CN203808537U
CN203808537U CN201420232310.1U CN201420232310U CN203808537U CN 203808537 U CN203808537 U CN 203808537U CN 201420232310 U CN201420232310 U CN 201420232310U CN 203808537 U CN203808537 U CN 203808537U
Authority
CN
China
Prior art keywords
steel column
correcting
plan
butt joint
plate
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201420232310.1U
Other languages
Chinese (zh)
Inventor
曹世阳
张军
陈耀钢
孙海忠
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Jiangsu Zhongnan Construction Industry Group Co Ltd
Original Assignee
Jiangsu Zhongnan Construction Industry Group Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Jiangsu Zhongnan Construction Industry Group Co Ltd filed Critical Jiangsu Zhongnan Construction Industry Group Co Ltd
Priority to CN201420232310.1U priority Critical patent/CN203808537U/en
Application granted granted Critical
Publication of CN203808537U publication Critical patent/CN203808537U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a steel column butt-joint plane position correcting device comprising a plane used for placing a jack, a baffle for abutting and supporting the jack, a connecting plate used for connecting with a butt-joint steel column lug, and a vertical supporting column and an inclined supporting column which are used for supporting the plane. The baffle is vertically arranged at the right end of the upper surface of the plane, the connecting plate is arranged at the left end of the plane, one end of the vertical supporting column and one end of the inclined supporting column are perpendicularly arranged at left and right ends of the upper surface of the plane respectively, the other end of the vertical supporting column is connected to the inclined supporting column, and the other end of the inclined supporting column contacts with the outer surface of the butt-joint steel column. According to the steel column butt-joint plane position correcting device, an additional temporary connecting plate arranged on the steel column is omitted, and the steel column butt-joint plane position can be corrected rapidly and effectively; the steel column butt-joint plane position correcting device has the advantages of simple structure, convenience in manufacture, reliability in manufacture and capability of reusing, time for adjusting positions of hoisting equipment is shortened greatly, and cost is saved.

Description

Steel column butt joint plan-position means for correcting
Technical field
The utility model relates to the steel column butt joint installing area in construction work, particularly relates 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.
Utility model content
Main purpose of the present utility model 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 in the utility model 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 scheme that the utility model adopts 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 utility model 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 the utility model steel column butt joint 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 utility model 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 utility model 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 utility model is further set to: described perpendicular dagger and cross-brace adopt steel pipe to make.
The utility model 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 utility model is further set to: the thickness of described head plate is 6mm.
The utility model 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 utility model plan-position means for correcting, perpendicular dagger and cross-brace adopt steel pipe to make, 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 utility model 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 solutions of the utility model, and for clearer understanding technological means of the present utility model, below in conjunction with accompanying drawing, the utility model will be further described.
Accompanying drawing explanation
Fig. 1 is the structural representation of the utility model steel column butt joint plan-position means for correcting.
The specific embodiment
Below in conjunction with Figure of description, the utility model is further described.
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 utility model 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, the beneficial effects of the utility model are, 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 utility model, not the utility model is done to any pro forma restriction, although the utility model discloses as above with preferred embodiment, yet not in order to limit the utility model, any those skilled in the art, do not departing within the scope of technical solutions of the utility model, 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 solutions of the utility model, any simple modification of above embodiment being done according to technical spirit of the present utility model, equivalent variations and modification, all still belong in the scope of technical solutions of the utility model.

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.
CN201420232310.1U 2014-05-08 2014-05-08 Steel column butt-joint plane position correcting device Expired - Fee Related CN203808537U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420232310.1U CN203808537U (en) 2014-05-08 2014-05-08 Steel column butt-joint plane position correcting device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420232310.1U CN203808537U (en) 2014-05-08 2014-05-08 Steel column butt-joint plane position correcting device

Publications (1)

Publication Number Publication Date
CN203808537U true CN203808537U (en) 2014-09-03

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420232310.1U Expired - Fee Related CN203808537U (en) 2014-05-08 2014-05-08 Steel column butt-joint plane position correcting device

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CN (1) CN203808537U (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
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
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
CN113818416A (en) * 2021-07-13 2021-12-21 海洋石油工程股份有限公司 Accurate hoist and mount butt joint auxiliary device suitable for heavy-calibre thin wall cylinder structure
CN114753511A (en) * 2022-04-29 2022-07-15 上海泰大建筑科技有限公司 Steel column building site concatenation installation locator

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
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
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
CN113818416A (en) * 2021-07-13 2021-12-21 海洋石油工程股份有限公司 Accurate hoist and mount butt joint auxiliary device suitable for heavy-calibre thin wall cylinder structure
CN114753511A (en) * 2022-04-29 2022-07-15 上海泰大建筑科技有限公司 Steel column building site concatenation installation locator

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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: 20140903

Termination date: 20200508

CF01 Termination of patent right due to non-payment of annual fee