CN108343163A - Steel column butt joint adjusts fixing device and method - Google Patents
Steel column butt joint adjusts fixing device and method Download PDFInfo
- Publication number
- CN108343163A CN108343163A CN201810429673.7A CN201810429673A CN108343163A CN 108343163 A CN108343163 A CN 108343163A CN 201810429673 A CN201810429673 A CN 201810429673A CN 108343163 A CN108343163 A CN 108343163A
- Authority
- CN
- China
- Prior art keywords
- steel column
- connecting piece
- transverse slat
- nut
- screw rod
- 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.)
- Withdrawn
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2406—Connection nodes
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The present invention relates to a kind of steel column butt joint adjustment fixing device and methods.Including upper T-connecting piece and lower T-connecting piece, the riser of upper T-connecting piece and lower T-connecting piece is fixedly mounted on by high-strength bolt on the upper steel column of docking and the otic placode of the butt end of lower steel column respectively, it is respectively arranged with corresponding bolt hole on the transverse slat of upper T-connecting piece and lower T-connecting piece and passes through screw rod, nut connects, after the lifting of upper steel column is in place, pass through the nut on adjusting screw rod, so that upper T-connecting piece moves up and down, to drive the movement of upper steel column, to adjust the verticality of steel column interface weld gap and upper steel column, after upper steel column is adjusted to permissible accuracy, the nut of the transverse slat upper and lower side of T-connecting piece makes steel column fix in fastening.The present invention not only solves cable wind rope and the fixed inconvenient problem of support installation, also greatly improves working efficiency, simple in structure, easy for construction, avoids construction personnel's interchange operation, ensure that construction personnel's safety.
Description
Technical field
The present invention relates to high-rise building steel structure mounting technique field, specifically a kind of steel column butt joint adjustment fixing device and
Method.
Background technology
With the fast development of China's skyscraper, floor is also higher and higher, this brings Installation Technology of Tall Steel Building
With the increase of story height, having occurred for structure type change for prodigious challenge, wherein high-rise steel structure column, installs segment
Increase therewith, the interim steel column fixation such as cable wind rope is set using traditional at present bracing members or drawing and utilizes jack or jack
The method of straightening carries out the installation of steel column, and prodigious difficulty, the unfavorable behaviour of construction personnel are equipped with for high-rise and super high rise structure
Make, steel column adjustment is difficult, it is difficult to reach the installation accuracy of steel column, while it is solid to use bracing members or drawing to set the interim steel column such as cable wind rope
Set down measures and utilize jack or the method for jack straightening so that technology measure and labour put into and increase, work operations
Amount and working time increase, and increase construction cost, it is difficult to ensure the construction period, and the crossings on different level of multiplexing kind multi-process is made
Industry, there are many insecurity.
Invention content
Present invention seek to address that the above problem, to provide it is a kind of it is simple in structure, easy to operate, when steel column is installed and is docked
The steel of steel column component being fixed temporarily and adjusted to interface gaps and verticality of steel column can be realized without bracing members or cable wind rope
Column docking adjustment fixing device and method.
The present invention solves described problem, the technical solution adopted is that：
A kind of steel column butt joint adjustment fixing device, including upper T-connecting piece and lower T-connecting piece, upper T-connecting piece and lower T shapes
The riser of connector is fixedly mounted on by high-strength bolt on the upper steel column of docking and the otic placode of the butt end of lower steel column respectively, on
It is respectively arranged with corresponding bolt hole on T-connecting piece and the transverse slat of lower T-connecting piece and is connected by screw rod, nut.
A kind of steel column butt joint adjustment fixing means, carries out in accordance with the following steps：
（One）It makes steel column butt joint and adjusts fixing device, including upper T-connecting piece, lower T-connecting piece and screw rod, upper T shapes connection
Be machined with the corresponding bolt hole for being connect with screw rod on the transverse slat of part and lower T-connecting piece respectively, upper T-connecting piece and
It is machined with the bolt hole being connect for the otic placode with steel column respectively on the riser of lower T-connecting piece；
（Two）Upper T-connecting piece and lower T-connecting piece are passed through into pair of high-strength bolt and the upper steel column and lower steel column that dock respectively
The otic placode for connecing end is connected and fixed；
（Two）The lower end of screw rod is connected and fixed by the transverse slat of nut and plain washer and lower T-connecting piece, and in the upper of screw rod
End installation is placed in the plain washer and nut of the transverse slat lower end of T-connecting piece, by the plain washer of the transverse slat lower end of upper T-connecting piece
It is tentatively adjusted in place with the installation site of nut；
（Three）Upper steel column is lifted to the top for having installed fixed lower steel column, to the bolt hole of positive screw rod and upper T-connecting piece
It slowly falls the plain washer for installing the transverse slat upper end of T-connecting piece in place and nut after rise and fastens, steel column is preliminary solid in completion
It is fixed；
（Four）Precise fine-adjustment is carried out to the absolute altitude and verticality of upper steel column by measuring tracking, is adjusted up steel column toppling direction
The upper T-connecting piece of side, while the upper T-connecting piece of opposite side is adjusted downwards, so that the verticality of steel column is reached specification
It is required that after verticality adjusts qualified, then its absolute altitude is finely adjusted, if upper steel column height mark is low, raise all upper T shapes simultaneously
Connector if upper steel column height mark is high, while lowering all upper T-connecting pieces, in steel column trim process, upper T-connecting piece
The nut of transverse slat upper and lower side should act simultaneously, the stabilization of steel column in holding；
（Five）After upper steel column measurement reaches requirement, the nut of the transverse slat upper and lower side of all upper T-connecting pieces is fastened, steel column is made
It is fixed temporarily, and interface spot welding will be fixed, after mating interface full weld, upper steel column installs, and removes the steel column butt joint tune
Whole peace fixing device.
Using the present invention of above-mentioned technical proposal, compared with prior art, the feature protruded is：
1. it is simple in structure, it is easy to operate, do not have to bracing members or cable wind rope when steel column is installed and docked, you can realize steel column component
It is fixed temporarily and the adjustment to interface gaps and verticality of steel column, can effectively reduce difficulty of construction, eliminate safe hidden trouble, improve
High-rise steel structure installation progress.
2. reducing working link, installation progress is improved, reduces difficulty of construction, working efficiency is improved, saves labour
Power cost avoids construction cross-operation, improves working security.
Description of the drawings
Fig. 1 is using state structure diagram of the embodiment of the present invention；
Fig. 2 is steel column butt joint of embodiment of the present invention adjustment fixing device overall structure diagram；
Fig. 3 is the side structure schematic view of Fig. 2；
Fig. 4 is the partial enlargement structural representation of the A in Fig. 2；
Fig. 5 is the main structure diagram of T-connecting piece or lower T-connecting piece 2 in the embodiment of the present invention.
Fig. 6 is the side structure schematic view of Fig. 5；
Fig. 7 is the overlooking structure diagram of Fig. 5；
In figure：Upper T-connecting piece 1；Lower T-connecting piece 2；Screw rod 3；Nut 4；Plain washer 5；High-strength bolt 6；Otic placode 7；Upper steel column
8；Lower steel column 9；Transverse slat 10；Riser 11.
Specific implementation mode：
With reference to embodiment, the invention will be further described, and purpose, which is only that, more fully understands the content of present invention, therefore, institute
The example of act is not intended to limit protection scope of the present invention.
Referring to Fig. 1, Fig. 2, Fig. 3, Fig. 4, Fig. 5, Fig. 6, Fig. 7, a kind of steel column butt joint adjustment fixing device, including upper T shapes connect
It is machined with corresponding use respectively on the transverse slat 10 of fitting 1 and lower T-connecting piece 2, upper T-connecting piece 1 and lower T-connecting piece 2
In the bolt hole being connect with screw rod 3, it is machined with and is used for and steel respectively on the riser 11 of upper T-connecting piece 1 and lower T-connecting piece 2
The riser 11 of the bolt hole that the otic placode 7 of column connects, upper T-connecting piece 1 and lower T-connecting piece 2 is fixed by high-strength bolt 6 respectively
On the otic placode 7 of the butt end of the upper steel column 8 and lower steel column 9 of docking, the cross of upper T-connecting piece 1 and lower T-connecting piece 2
Plate 10 is connected by screw rod 3, nut 4.
Upper T-connecting piece 1 and lower T-connecting piece 2 are welded to form by transverse slat 10 and riser 11 respectively, transverse slat 10 and riser 11
It is all made of square plate.
There are one bolt hole, the aperture of the bolt hole on transverse slat 10 is more than the diameter 1- of screw rod 3 for processing on transverse slat 10
1.5mm, on riser 11 processing there are two bolt hole, the size of the bolt hole on riser 11, pitch-row on the otic placode 7 being connected
Bolt hole is identical.
It is connected by a screw rod 3 between upper T-connecting piece 1 and the transverse slat 10 of lower T-connecting piece 2, each transverse slat 10 makes
It is fastened with two about 4 nuts, a plain washer 5 is padded between nut 4 and transverse slat 10.
After upper steel column 8 is installed in place, the nut 4 of 10 upper and lower side of transverse slat of fixed upper T-connecting piece 1 is rotated so that upper T
Shape connector 1 moves up and down, to realize the movement of upper steel column 8, reach the upper steel column 8 of adjustment and lower 9 interface gaps of steel column or on
The purpose of 8 verticality of steel column, after the adjustment of upper steel column 8 reaches installation requirement, 10 upper and lower side of transverse slat of T-connecting piece 1 in fastening
Nut 4, upper steel column 8 is fixed temporarily.
A kind of steel column butt joint adjustment fixing means, carries out in accordance with the following steps：
（One）It makes steel column butt joint and adjusts fixing device, including upper T-connecting piece 1, lower T-connecting piece 2 and screw rod 3, upper T shapes connect
The corresponding bolt hole for being connect with screw rod 3, upper T shapes are machined on the transverse slat 10 of fitting 1 and lower T-connecting piece 2 respectively
It is machined with the bolt hole being connect for the otic placode 7 with steel column respectively on the riser 11 of connector 1 and lower T-connecting piece 2.
（Two）By upper T-connecting piece 1 and lower T-connecting piece 2 respectively by high-strength bolt 6 and the upper steel column 8 docked and under
The otic placode 7 of the butt end of steel column 9 is connected and fixed.
（Two）The lower end of screw rod 3 is connected and fixed by nut 4 and plain washer 5 and the transverse slat 10 of lower T-connecting piece 2, and
In the upper end of screw rod 3, installation is placed in the plain washer 5 and nut 4 of 10 lower end of transverse slat of upper T-connecting piece 1, by upper T-connecting piece 1
The plain washer 5 of 10 lower end of transverse slat and the installation site of nut 4 be tentatively adjusted in place.
（Three）Upper steel column 8 is lifted to the top for having installed fixed lower steel column 9, to positive screw rod 3 and upper T-connecting piece 1
Bolt hole slowly fall the plain washer 5 for 10 upper end of transverse slat for installing T-connecting piece 1 in place after rise and nut 4 and fasten, complete
The preliminary fixation of upper steel column 8.
（Four）Precise fine-adjustment is carried out to the absolute altitude and verticality of upper steel column 8 by measuring tracking, steel column 8 is adjusted up and inclines
The upper T-connecting piece 1 for the side of falling direction, while the upper T-connecting piece 1 of opposite side is adjusted downwards, make the verticality of steel column 8
Reach code requirement, after verticality adjusts qualification, then its absolute altitude is finely adjusted, if 8 absolute altitude of upper steel column is low, is raised simultaneously
All upper T-connecting pieces 1 lower all upper T-connecting pieces 1,8 trim process of upper steel column simultaneously if 8 absolute altitude of upper steel column is high
In, the nut 4 of 10 upper and lower side of transverse slat of upper T-connecting piece 1 should act simultaneously, the stabilization of steel column 8 in holding.
（Five）After the measurement of upper steel column 8 reaches requirement, the nut of 10 upper and lower side of transverse slat of all upper T-connecting pieces 1 is fastened
4, so that steel column 8 is fixed temporarily, and will be fixed to interface spot welding, after mating interface full weld, upper steel column 8 installs, and removes
Steel column butt joint adjustment peace fixing device.
After upper steel column 8 lifts in place, above-mentioned steel column butt joint is adjusted into the upper T-connecting piece 1 of fixing device and lower T shapes connect
Fitting 2 is connected and fixed by high-strength bolt 6 with the otic placode 7 of the upper steel column 8 docked and the butt end of lower steel column 9 respectively, Ke Yitong
Overregulate the nut 4 on screw rod 3 so that upper T-connecting piece 1 moves up and down, to drive the movement of upper steel column 8, to adjust steel
The verticality of column interface weld gap and upper steel column 8, after upper steel column 8 is adjusted to permissible accuracy, T-connecting piece 1 in fastening
The nut 4 of 10 upper and lower side of transverse slat so that steel column 8 is fixed, above-mentioned steel column butt joint adjustment fixing device is generally multiple while being arranged
Can not have to that rigidity support and cable wind rope etc. are arranged again temporarily at the mating interface of upper steel column 8 and lower steel column 9, when steel column is installed
Fixation means also eliminate and adjust tool by steel columns such as jack, jacks.
Upper T-connecting piece 1 and lower T-connecting piece 2 are identical as 7 quantity of steel column otic placode, and the specification size of screw rod 3 is then according to even
Connection device quantity and steel column weight, which calculate, to be determined, safe bearing capacity is reached.
The configuration of the present invention is simple, it is easy to operate, do not have to bracing members or cable wind rope when steel column is installed and docked, you can realize steel
Column component be fixed temporarily and the adjustment to interface gaps and verticality of steel column, can effectively reduce difficulty of construction, eliminate safety
Hidden danger improves high-rise steel structure installation progress, reduces working link, reduces difficulty of construction, improves working efficiency, saves labor
Power cost avoids construction cross-operation, improves working security.
The foregoing is merely preferably feasible embodiments of the invention, not thereby limit to the interest field of the present invention,
It is all to use equivalence changes made by description of the invention and its accompanying drawing content, it is both contained within the interest field of the present invention.
Claims (2)
1. a kind of steel column butt joint adjusts fixing device, it is characterised in that：Including upper T-connecting piece and lower T-connecting piece, upper T shapes
The riser of connector and lower T-connecting piece is fixedly mounted on the docking of the upper steel column and lower steel column of docking by high-strength bolt respectively
On the otic placode at end, it is respectively arranged with corresponding bolt hole on the transverse slat of upper T-connecting piece and lower T-connecting piece and passes through spiral shell
Bar, nut connection.
2. a kind of steel column butt joint adjusts fixing means, which is characterized in that carry out in accordance with the following steps：
（One）It makes steel column butt joint and adjusts fixing device, including upper T-connecting piece, lower T-connecting piece and screw rod, upper T shapes connection
Be machined with the corresponding bolt hole for being connect with screw rod on the transverse slat of part and lower T-connecting piece respectively, upper T-connecting piece and
It is machined with the bolt hole being connect for the otic placode with steel column respectively on the riser of lower T-connecting piece；
（Two）Upper T-connecting piece and lower T-connecting piece are passed through into pair of high-strength bolt and the upper steel column and lower steel column that dock respectively
The otic placode for connecing end is connected and fixed；
（Two）The lower end of screw rod is connected and fixed by the transverse slat of nut and plain washer and lower T-connecting piece, and in the upper of screw rod
End installation is placed in the plain washer and nut of the transverse slat lower end of T-connecting piece, by the plain washer of the transverse slat lower end of upper T-connecting piece
It is tentatively adjusted in place with the installation site of nut；
（Three）Upper steel column is lifted to the top for having installed fixed lower steel column, to the bolt hole of positive screw rod and upper T-connecting piece
It slowly falls the plain washer for installing the transverse slat upper end of T-connecting piece in place and nut after rise and fastens, steel column is preliminary solid in completion
It is fixed；
（Four）Precise fine-adjustment is carried out to the absolute altitude and verticality of upper steel column by measuring tracking, is adjusted up steel column toppling direction
The upper T-connecting piece of side, while the upper T-connecting piece of opposite side is adjusted downwards, so that the verticality of steel column is reached specification
It is required that after verticality adjusts qualified, then its absolute altitude is finely adjusted, if upper steel column height mark is low, raise all upper T shapes simultaneously
Connector if upper steel column height mark is high, while lowering all upper T-connecting pieces, in steel column trim process, upper T-connecting piece
The nut of transverse slat upper and lower side should act simultaneously, the stabilization of steel column in holding；
（Five）After upper steel column measurement reaches requirement, the nut of the transverse slat upper and lower side of all upper T-connecting pieces is fastened, steel column is made
It is fixed temporarily, and interface spot welding will be fixed, after mating interface full weld, upper steel column installs, and removes the steel column butt joint tune
Whole peace fixing device.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810429673.7A CN108343163A (en) | 2018-05-08 | 2018-05-08 | Steel column butt joint adjusts fixing device and method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810429673.7A CN108343163A (en) | 2018-05-08 | 2018-05-08 | Steel column butt joint adjusts fixing device and method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108343163A true CN108343163A (en) | 2018-07-31 |
Family
ID=62956212
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810429673.7A Withdrawn CN108343163A (en) | 2018-05-08 | 2018-05-08 | Steel column butt joint adjusts fixing device and method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108343163A (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110388062A (en) * | 2019-06-05 | 2019-10-29 | 中国五冶集团有限公司 | A kind of multi-storey steel structure hanging method |
| CN110714533A (en) * | 2019-10-22 | 2020-01-21 | 安徽建筑大学 | Assembled plug connector for civil engineering |
| CN111608268A (en) * | 2020-06-10 | 2020-09-01 | 武金峰 | Steel construction assembled beam column tie point structure |
| 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 |
| CN114482566A (en) * | 2022-03-08 | 2022-05-13 | 中国建筑第八工程局有限公司 | Automatic steel column butt joint correction device and correction method |
| CN114541784A (en) * | 2022-03-23 | 2022-05-27 | 中建八局第三建设有限公司 | Automatic correction device and method for butt joint of steel structure and steel column |
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| CN101858148A (en) * | 2009-04-10 | 2010-10-13 | 江苏顺通建设工程有限公司 | Steel column splicing three-dimensional adjusting method |
| CN101906849A (en) * | 2010-07-14 | 2010-12-08 | 中建钢构有限公司 | Connecting device of steel column butt joint and installing method |
| CN201794168U (en) * | 2010-06-29 | 2011-04-13 | 山东莱钢建设有限公司 | Steel column butt-joint connector |
| CN203247859U (en) * | 2013-05-16 | 2013-10-23 | 中国十七冶集团有限公司 | Alignment device for butt joint perpendicularity of large steel columns |
| 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 |
| CN204023801U (en) * | 2014-08-05 | 2014-12-17 | 山东莱钢建设有限公司 | Steel column butt joint linkage |
| CN104912342A (en) * | 2015-06-16 | 2015-09-16 | 中国五冶集团有限公司 | Steel column butt joint regulating device |
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| CN101858148A (en) * | 2009-04-10 | 2010-10-13 | 江苏顺通建设工程有限公司 | Steel column splicing three-dimensional adjusting method |
| CN101858148B (en) * | 2009-04-10 | 2012-08-22 | 江苏顺通建设工程有限公司 | Steel column splicing three-dimensional adjusting method |
| CN201794168U (en) * | 2010-06-29 | 2011-04-13 | 山东莱钢建设有限公司 | Steel column butt-joint connector |
| CN101906849A (en) * | 2010-07-14 | 2010-12-08 | 中建钢构有限公司 | Connecting device of steel column butt joint and installing method |
| CN203247859U (en) * | 2013-05-16 | 2013-10-23 | 中国十七冶集团有限公司 | Alignment device for butt joint perpendicularity of large steel columns |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110388062A (en) * | 2019-06-05 | 2019-10-29 | 中国五冶集团有限公司 | A kind of multi-storey steel structure hanging method |
| CN110714533A (en) * | 2019-10-22 | 2020-01-21 | 安徽建筑大学 | Assembled plug connector for civil engineering |
| CN111608268A (en) * | 2020-06-10 | 2020-09-01 | 武金峰 | Steel construction assembled beam column tie point structure |
| 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 |
| CN114482566A (en) * | 2022-03-08 | 2022-05-13 | 中国建筑第八工程局有限公司 | Automatic steel column butt joint correction device and correction method |
| CN114482566B (en) * | 2022-03-08 | 2024-04-26 | 中国建筑第八工程局有限公司 | Automatic correction device and correction method for steel column butt joint |
| CN114541784A (en) * | 2022-03-23 | 2022-05-27 | 中建八局第三建设有限公司 | Automatic correction device and method for butt joint of steel structure and steel column |
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Application publication date: 20180731 |