CN207567998U - A kind of composite structure of steel plate shear force wall and steel column - Google Patents
A kind of composite structure of steel plate shear force wall and steel column Download PDFInfo
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- CN207567998U CN207567998U CN201721639802.2U CN201721639802U CN207567998U CN 207567998 U CN207567998 U CN 207567998U CN 201721639802 U CN201721639802 U CN 201721639802U CN 207567998 U CN207567998 U CN 207567998U
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Abstract
The utility model discloses the composite structures of a kind of steel plate shear force wall and steel column, including shear wall steel plate, the girder steel being arranged on above shear wall steel plate and are arranged on shear wall steel plate and the steel column of girder steel both sides；The steel column side is equipped with steel column bracket, and the girder steel is connect by steel column bracket with steel column；One group of limiting plate is set gradually at the vertical seam of the shear wall steel plate and steel column from top to bottom.The combination of steel plate shear force wall, girder steel and steel column both simplifies structure, in turn ensures the intensity of whole steel frame；Its is rational in infrastructure, effectively prevent steel plate shear force wall and deformation during steel column welding, and convenient for the connection between girder steel and steel column, improve the precision of integrated engineering, and reduce construction cost.
Description
Technical field
The utility model is related to the technical field of engineering construction, the combination knot of more particularly to a kind of steel plate shear force wall and steel column
Structure.
Background technology
Structural steelwork be with steel make based on structure, the mainly girder steel made of shaped steel and steel plate etc., steel column, steel
The components such as truss form, and generally use weld seam, bolt or rivet interlacement between each component or component are main building structure classes
One of type.Because its dead weight is lighter, and easy construction, it is widely used in the fields such as large-sized workshop, bridge, venue, Super High.
For high-rise building, the steel-frame structure overall structure for being used for load-bearing is huge, needs to carry out segmental machining,
Site operation assembling is then carried out, how to design the composite structure of steel frame, enhances integral strength, and formulates rational assembling stream
Journey is that the requirement of engineering solves the problems, such as.
Utility model content
The purpose of utility model：The utility model discloses the composite structure of a kind of steel plate shear force wall and steel column, steel plate is cut
The combination of power wall, girder steel and steel column both simplifies structure, in turn ensures the intensity of whole steel frame；Its is rational in infrastructure, effectively prevent
Deformation when steel plate shear force wall is welded with steel column, and it is convenient for the connection between girder steel and steel column, the precision of integrated engineering is improved,
And reduce construction cost.
Technical solution：In order to achieve the goal above, a kind of combination the utility model discloses steel plate shear force wall and steel column
Structure including shear wall steel plate, the girder steel being arranged on above shear wall steel plate and is arranged on shear wall steel plate and girder steel both sides
Steel column；The steel column side is equipped with steel column bracket, and the girder steel is connect by steel column bracket with steel column；The shear wall steel plate
With one group of limiting plate is set gradually at the vertical seam of steel column from top to bottom.
Further, the composite structure of a kind of above-mentioned steel plate shear force wall and steel column, is welded between the girder steel and steel column bracket
It connects in succession, setting lining plank before welding.
Further, the composite structure of a kind of above-mentioned steel plate shear force wall and steel column, one group of limiting plate are arranged in parallel,
One end is welded with shear wall steel plate, and the other end is welded with steel column.
Further, the composite structure of a kind of above-mentioned steel plate shear force wall and steel column, the steel column top and bottom are set respectively
Have one group of positioning otic placode, between the lower end positioning otic placode of upper square tubular column and the upper end positioning otic placode of lower square tubular column by connecting plate into
Row connection.
Further, the composite structure of a kind of above-mentioned steel plate shear force wall and steel column, the steel column are hollow rectangular column,
Middle pectoral plate is internally provided with, steel column is separated to form stud section by the middle pectoral plate；Distinguish diameter in the middle pectoral plate both sides
To one group of internal partition of setting.
Further, the composite structure of a kind of above-mentioned steel plate shear force wall and steel column, the girder steel are H-shaped steel frame beam, including
Steel beam web plate and the girder steel side plate for being arranged on steel beam web plate both ends, the girder steel side plate are welded with shear wall steel plate, the girder steel
With shear wall steel plate in the same plane, the steel beam web plate surface is equipped with one group of girder steel bracket to web.
Further, the composite structure of a kind of above-mentioned steel plate shear force wall and steel column, the shear wall steel plate include epimere steel
Plate and hypomere steel plate are respectively equipped with positioning otic placode, and pass through and position otic placode and connecting plate on the epimere steel plate and hypomere steel plate
Carry out the connection between epimere steel plate and hypomere steel plate.
Above-mentioned technical proposal can be seen that the utility model and have the advantages that：
（1）The composite structure of a kind of steel plate shear force wall and steel column described in the utility model, steel plate shear force wall, girder steel and steel
The combination of column both simplifies structure, in turn ensures the intensity of whole steel frame；Its is rational in infrastructure, effectively prevent steel plate shear force wall with
Deformation when steel column welds, and convenient for the connection between girder steel and steel column, the precision of integrated engineering is improved, and reduce construction
Cost.
（2）The composite structure of a kind of steel plate shear force wall and steel column described in the utility model, steel column structure is solid and reliable, steel
Positioning otic placode is first passed through before intercolumniation welding to be fixed temporarily, and is conveniently adjusted installation site, it is ensured that installation accuracy.
（3）The composite structure of a kind of steel plate shear force wall and steel column described in the utility model, segmental hoisting setting is reasonable, and one
Aspect reduces site welding workload as far as possible, on the other hand also ensures the operability and convenience for arranging lifting, welding
Preceding timely detection and fine tuning, and be fixed temporarily, it ensure that the convenient and precision of welding.
（4）The composite structure of a kind of steel plate shear force wall and steel column described in the utility model is connected using interim installation
Plate or snap-gauge are fixed, and a certain number of limiting plates are arranged in joint, prevent from due to member dead weight drawing in the welding process
The additional deformation risen.
Description of the drawings
Fig. 1 is the schematic diagram of the composite structure of a kind of steel plate shear force wall described in the utility model and steel column；
Fig. 2 is the shear wall steel plate and girder steel of the composite structure of a kind of steel plate shear force wall described in the utility model and steel column
Schematic diagram；
Fig. 3 be the composite structure of a kind of steel plate shear force wall described in the utility model and steel column middle pectoral plate and inside every
The schematic diagram of plate；
Fig. 4 is the schematic diagram of the limiting plate of the composite structure of a kind of steel plate shear force wall described in the utility model and steel column；
Fig. 5 is lining plank in a kind of steel plate shear force wall described in the utility model and the installation method of the composite structure of steel column
With the schematic diagram of snap-gauge setting；
Fig. 6 is step in a kind of steel plate shear force wall described in the utility model and the installation method of the composite structure of steel column
The scheme of installation of S103；
In figure：1- shear wall steel plates, 2- girder steels, 21- steel beam web plates, 22- girder steel side plates, 3- steel columns, 31- middle pectoral plates,
32- internal partitions, 4- steel column brackets, 5- limiting plates, 6- lining planks, 7- positioning otic placodes, 8- connecting plates, 9- girder steel brackets, 10- cards
Plate.
Specific embodiment
Below in conjunction with the accompanying drawings, specific embodiment of the present invention is described in detail.
Embodiment
The utility model discloses the composite structure of a kind of steel plate shear force wall and steel column, as shown in Figures 1 to 6, including cutting
Power wall steel plate 1, the girder steel 2 for being arranged on 1 top of shear wall steel plate and the steel column for being arranged on 2 both sides of shear wall steel plate 1 and girder steel
3；3 side of steel column is equipped with steel column bracket 4, and the girder steel 2 is connect by steel column bracket 4 with steel column 3；The shear wall steel plate
1 with setting gradually one group of limiting plate 5 from top to bottom at the vertical seam of steel column 3.One group of limiting plate 5 is arranged in parallel, one
End is welded with shear wall steel plate 1, and the other end is welded with steel column 3, and the limiting plate 5 is trapezoidal.
It is welded to connect between girder steel 2 described in the present embodiment and steel column bracket 4, setting lining plank 6 before welding.
The top and bottom of steel column 3 described in the present embodiment are respectively equipped with one group of positioning otic placode 7, and the lower end of upper square tubular column 3 is determined
It is attached between the upper end of position otic placode 7 and lower square tubular column 3 positioning otic placode 7 by connecting plate 8.
Steel column 3 described in the present embodiment is hollow rectangular column, is internally provided with middle pectoral plate 31, the middle pectoral plate 31
Steel column 3 is separated to form stud section；31 both sides of middle pectoral plate radially set one group of internal partition 32 respectively.
Girder steel 2 described in the present embodiment is H-shaped steel frame beam, including steel beam web plate 21 and is arranged on 21 both ends of steel beam web plate
Girder steel side plate 22, the girder steel side plate 22 are welded with shear wall steel plate 1, and the steel beam web plate 21 is with shear wall steel plate 1 same
In plane, 21 surface of steel beam web plate is equipped with one group of girder steel bracket 9.
Shear wall steel plate described in the present embodiment 1 includes epimere steel plate 11 and hypomere steel plate 12,11 He of epimere steel plate
Positioning otic placode 7 is respectively equipped on hypomere steel plate 12, and passes through and positions otic placode 7 and the progress epimere of connecting plate 8 steel plate 11 and hypomere steel
Connection between plate 12.
The installation method of the composite structure of a kind of steel plate shear force wall and steel column described in the present embodiment, including following step
Suddenly：
S101, the steel column 3 of 1 both sides of installation shear wall steel plate：Above and below steel column 3 docked and carry out pairing position
The precision adjustment put；By position otic placode 7 and connecting plate 8 carry out above and below steel column 3 be fixed temporarily；Top is carried out under
Welding between square tubular column 3；
S102, girder steel 2 and the epimere steel plate 11 of shear wall steel plate 1 are welded into a whole in advance；
Girder steel 2 and shear wall steel plate 1 between S103, installation steel column 3：The hypomere steel plate 12 of shear wall steel plate 1 is installed；Installation
Girder steel 2 and the integral member after the welding of epimere steel plate 11；Adjust and carry out hypomere steel plate 12 and epimere steel plate 11 on position otic placode 7
Between docking, be fixed by connecting plate 8；
S104, snap-gauge 10 is set above the girder steel side plate 22 of girder steel 2 and steel column bracket 4, girder steel 2 is carried out by snap-gauge 10
Position between steel column bracket 4 adjusts and is fixed temporarily；
S105, lining plank 6 is set between the steel column bracket 4 of 3 side of steel beam web plate 21 and steel column of girder steel 2；
S106, the steel beam web plate 21 of girder steel 2 and the steel column bracket 4 of 3 side of steel column are welded and fixed；
S107, one group of limiting plate 5 between shear wall steel plate 1 and steel column 3 is set, one group of limiting plate 5 is arranged in parallel, is limited
Position plate spacing control is in 500mm to 700mm, and one end is welded with shear wall steel plate 1, and the other end is welded with steel column 3；
After S108, precision acceptance(check), 1 both sides of shear wall steel plate are by the welding simultaneously of welding sequence from bottom to top, with two
Side steel column 3 is welded and fixed；
Welding between S109, progress shear wall steel plate 1 and girder steel 2 below.
The welding of shear wall steel plate described in the present embodiment 1 and both sides steel column 3, which uses, to be symmetrically welded；The shear wall steel plate
1 with the welding of girder steel 2 below using being symmetrically welded；The welding of the steel beam web plate 21 and steel column bracket 4 opens slope using unilateral
Shape of the mouth as one speaks formula, the unilateral setting V-type soldering opening of single side, another side setting lining plank 6,5~8mm of root gap, 35 ° of bevel angle；
Welding sequence above and below described between steel column 3 is：Two parallel sides be carried out at the same time welding and welding direction on the contrary into
Row, then, other two remaining parallel side is carried out at the same time welding and welding direction carries out on the contrary.
The assemble method of steel column 3 described in the present embodiment includes the following steps：
S201, part blanking cutting；
S202, ground surface platform scribing line, assembled moulding bed are set up；
S203, rectangular column bottom plate lift to assembled moulding bed, mark center line on bottom plate；
S204, the assembling for carrying out middle pectoral plate 31, fix middle pectoral plate 31 during assembling using diagonal brace；
The assembling of S205, internal partition 32：Using base top end group directrix as benchmark, in the inside of bottom plate and two coxostermums
Plate thickness direction should be extended to by marking the assemblings position line, the positions line such as internal partition 32, rectangular column top cover board；
S206, the assembling for carrying out two coxostermum of rectangular column are simultaneously welded；
S207, the assembling for carrying out rectangular column top cover board are simultaneously welded；
The small of S208, steel column bracket 4 itself closes up assembly；The installation site line of steel column bracket 4 is marked on steel column 3；
The assembling and welding of S209, steel column bracket 4；
S210, the assembling and welding for positioning otic placode 7；
S211, the whole measurement of steel column 3 and correction are carried out using total powerstation.
The above is only the preferred embodiment of the utility model, it should be noted that for the ordinary skill of the art
For personnel, under the premise of the utility model principle is not departed from, several improvement can also be made, these improvement also should be regarded as this
The protection domain of utility model.
Claims (7)
1. a kind of composite structure of steel plate shear force wall and steel column, it is characterised in that：Including shear wall steel plate（1）, be arranged on shearing
Wall steel plate（1）The girder steel of top（2）And it is arranged on shear wall steel plate（1）And girder steel（2）The steel column of both sides（3）；The steel column
（3）Side is equipped with steel column bracket（4）, the girder steel（2）Pass through steel column bracket（4）With steel column（3）Connection；The shear wall steel plate
（1）With steel column（3）Vertical seam at set gradually one group of limiting plate from top to bottom（5）.
2. the composite structure of a kind of steel plate shear force wall according to claim 1 and steel column, it is characterised in that：The girder steel
（2）With steel column bracket（4）Between be welded to connect, weld before setting lining plank（6）.
3. the composite structure of a kind of steel plate shear force wall according to claim 1 and steel column, it is characterised in that：One group of limit
Position plate（5）It is arranged in parallel, one end and shear wall steel plate（1）Welding, the other end and steel column（3）Welding.
4. the composite structure of a kind of steel plate shear force wall according to claim 1 and steel column, it is characterised in that：The steel column
（3）Top and bottom are respectively equipped with one group of positioning otic placode（7）, upper square tubular column（3）Lower end positioning otic placode（7）With lower square tubular column
（3）Upper end positioning otic placode（7）Between pass through connecting plate（8）It is attached.
5. the composite structure of a kind of steel plate shear force wall according to claim 1 and steel column, it is characterised in that：The steel column
（3）For hollow rectangular column, it is internally provided with middle pectoral plate（31）, the middle pectoral plate（31）By steel column（3）It is separated to form day
Shaped sections；The middle pectoral plate（31）Both sides radially set one group of internal partition respectively（32）.
6. the composite structure of a kind of steel plate shear force wall according to claim 1 and steel column, it is characterised in that：The girder steel
（2）For H-shaped steel frame beam, including steel beam web plate（21）Be arranged on steel beam web plate（21）The girder steel side plate at both ends（22）, the steel
Beam side plate（22）With shear wall steel plate（1）Welding, the steel beam web plate（21）With shear wall steel plate（1）In the same plane, institute
State steel beam web plate（21）Surface is equipped with one group of girder steel bracket（9）.
7. the composite structure of a kind of steel plate shear force wall according to claim 1 and steel column, it is characterised in that：The shear wall
Steel plate（1）Including epimere steel plate（11）With hypomere steel plate（12）, the epimere steel plate（11）With hypomere steel plate（12）It is upper to set respectively
There is positioning otic placode（7）, and pass through positioning otic placode（7）And connecting plate（8）Carry out epimere steel plate（11）With hypomere steel plate（12）Between
Connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721639802.2U CN207567998U (en) | 2017-11-30 | 2017-11-30 | A kind of composite structure of steel plate shear force wall and steel column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721639802.2U CN207567998U (en) | 2017-11-30 | 2017-11-30 | A kind of composite structure of steel plate shear force wall and steel column |
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| CN207567998U true CN207567998U (en) | 2018-07-03 |
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| CN201721639802.2U Active CN207567998U (en) | 2017-11-30 | 2017-11-30 | A kind of composite structure of steel plate shear force wall and steel column |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107842131A (en) * | 2017-11-30 | 2018-03-27 | 江苏沪宁钢机股份有限公司 | A kind of combining structure and its installation method of steel plate shear force wall and steel column |
-
2017
- 2017-11-30 CN CN201721639802.2U patent/CN207567998U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107842131A (en) * | 2017-11-30 | 2018-03-27 | 江苏沪宁钢机股份有限公司 | A kind of combining structure and its installation method of steel plate shear force wall and steel column |
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP02 | Change in the address of a patent holder | ||
| CP02 | Change in the address of a patent holder |
Address after: 214200 Baijia village, Zhangzhu Town, Yixing City, Wuxi City, Jiangsu Province Patentee after: JIANGSU HUNING STEEL MECHANISM Co.,Ltd. Address before: 214200 Zhang Zhu Zhen Bai Jia Cun, Yixing City, Wuxi City, Jiangsu Province Patentee before: JIANGSU HUNING STEEL MECHANISM Co.,Ltd. |