CN107842131A - A kind of combining structure and its installation method of steel plate shear force wall and steel column - Google Patents
A kind of combining structure and its installation method of steel plate shear force wall and steel column Download PDFInfo
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- CN107842131A CN107842131A CN201711238752.1A CN201711238752A CN107842131A CN 107842131 A CN107842131 A CN 107842131A CN 201711238752 A CN201711238752 A CN 201711238752A CN 107842131 A CN107842131 A CN 107842131A
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 393
- 239000010959 steel Substances 0.000 title claims abstract description 393
- 238000009434 installation Methods 0.000 title claims description 24
- 238000000034 method Methods 0.000 title claims description 20
- 238000003466 welding Methods 0.000 claims description 50
- 238000005192 partition Methods 0.000 claims description 6
- 238000003032 molecular docking Methods 0.000 claims description 3
- 238000005476 soldering Methods 0.000 claims description 3
- 238000010008 shearing Methods 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 7
- 238000010586 diagram Methods 0.000 description 4
- 238000000465 moulding Methods 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 238000001514 detection method Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003754 machining Methods 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
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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 invention discloses the combining structure of a kind of steel plate shear force wall and steel column, including shear wall steel plate, the girder steel that is arranged on above shear wall steel plate, and it is arranged on shear wall steel plate and the steel column of girder steel both sides；The steel column side is provided with steel column bracket, and the girder steel is connected by steel column bracket with steel column；One group of limiting plate is set gradually from top to bottom at the vertical seam of the shear wall steel plate and steel column.The combination of steel plate shear force wall, girder steel and steel column, both simplify structure, in turn ensure that the intensity of overall steel frame；Its is rational in infrastructure, effectively prevents deformation when steel plate shear force wall welds with steel column, and is easy to the connection between girder steel and steel column, improves the precision of integrated engineering, and reduce construction cost.
Description
Technical field
The present invention relates to the technical field of engineering construction, the combining structure of more particularly to a kind of steel plate shear force wall and steel column.
Background technology
Structural steelwork be with steel make based on structure, mainly girder steel, steel column, steel made of shaped steel and steel plate etc.
The components such as truss form, and generally use weld seam, bolt or rivet interlacement between each component or part, are main building structure classes
One of type.Because its deadweight 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, it is huge, it is necessary to carry out segmental machining that it is used for the steel-frame structure overall structure of load-bearing,
Site operation assembling is then carried out, how to design the combining structure of steel frame, strengthens bulk strength, and formulates rational assembling stream
Journey, it is that the requirement of engineering solves the problems, such as.
The content of the invention
The purpose of invention：The invention discloses the combining structure of a kind of steel plate shear force wall and steel column, steel plate shear force wall, girder steel
With the combination of steel column, both simplify structure, in turn ensure that the intensity of overall steel frame；Its is rational in infrastructure, effectively prevents steel plate from shearing
Deformation when wall welds with steel column, and it is easy to the connection between girder steel and steel column, the precision of integrated engineering is improved, and reduce
Construction cost.
Technical scheme：In order to realize the above object the invention discloses the combining structure 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 it is arranged on shear wall steel plate and the steel of girder steel both sides
Post；The steel column side is provided with steel column bracket, and the girder steel is connected by steel column bracket with steel column；The shear wall steel plate and steel
One group of limiting plate is set gradually at the vertical seam of post from top to bottom.
Further, the combining structure of above-mentioned a kind of steel plate shear force wall and steel column, weld between girder steel and the steel column bracket
Connect in succession, lining plank is set before welding.
Further, the combining structure of above-mentioned a kind of steel plate shear force wall and steel column, one group of limiting plate be arranged in parallel, its
One end is welded with shear wall steel plate, and the other end welds with steel column.
Further, the combining structure of above-mentioned a kind of steel plate shear force wall and steel column, the steel column top and bottom are set respectively
There is one group of positioning otic placode, entered 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
Row connection.
Further, the combining structure of above-mentioned a kind of steel plate shear force wall and steel column, the steel column are hollow rectangular column, its
Inside is provided with middle pectoral plate, and steel column is separated to form a day shaped sections by the middle pectoral plate；Distinguish footpath in the middle pectoral plate both sides
To one group of internal partition of setting.
Further, the combining structure of above-mentioned a kind of 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 weld with shear wall steel plate, the girder steel
With shear wall steel plate in the same plane, the steel beam web plate surface is provided with one group of girder steel bracket to web.
Further, the combining structure of above-mentioned a kind of steel plate shear force wall and steel column, the shear wall steel plate include epimere steel
Plate and hypomere steel plate, positioning otic placode is respectively equipped with the epimere steel plate and hypomere steel plate, and by positioning otic placode and connecting plate
Carry out the connection between epimere steel plate and hypomere steel plate.
Further, the installation method of the combining structure of above-mentioned a kind of steel plate shear force wall and steel column, comprises the following steps：Peace
Fill the steel column of shear wall steel plate both sides；The epimere steel plate of girder steel and shear wall steel plate is welded into a whole in advance；Between installation steel column
Girder steel and shear wall steel plate；Clamp is set above girder steel side plate and the steel column bracket of girder steel, by clamp carry out girder steel with
Position adjustment between steel column bracket is fixed with interim；Set between the steel beam web plate of girder steel and the steel column bracket of steel column side
Lining plank；The steel beam web plate of girder steel and the steel column bracket of steel column side are welded and fixed；Shear wall steel plate and steel column it
Between one group of limiting plate is set, one group of limiting plate is be arranged in parallel, its one end and shear wall steel plate weld, and the other end welds with steel column
Connect；After precision acceptance(check), shear wall steel plate both sides are solid with the welding of both sides steel column by the welding simultaneously of welding sequence from bottom to top
It is fixed；Carry out the welding between shear wall steel plate and girder steel below.
Further, the installation method of the combining structure of above-mentioned a kind of steel plate shear force wall and steel column, shear wall steel plate is installed
The method of both sides steel column specifically includes：Above and below steel column docked and carry out pairing position precision adjustment；Pass through
Position the interim fixation of steel column above and below otic placode and connecting plate progress；Welding above and below progress between steel column；Peace
Fill the hypomere steel plate of shear wall steel plate；Girder steel and the integral member after the welding of epimere steel plate are installed；Adjust and carry out hypomere steel plate
And the docking between otic placode is positioned on epimere steel plate, it is fixed by connecting plate.
Further, the installation method of the combining structure of above-mentioned a kind of steel plate shear force wall and steel column, the shear wall steel plate
Welding with both sides steel column, which uses, to be symmetrically welded；The welding of the shear wall steel plate and girder steel below, which uses, to be symmetrically welded；Institute
The welding for stating steel beam web plate and steel column bracket uses unilateral bevel pattern, the unilateral setting V-type soldering opening of its one side, and another side is set
Put lining plank；Welding sequence above and below described between steel column is：Two parallel sides are welded simultaneously and the side of welding
Carried out to opposite, then, two other remaining parallel side is welded simultaneously and welding direction is conversely carried out.
Above-mentioned technical proposal can be seen that the present invention and have the advantages that：
（1）The combining structure of a kind of steel plate shear force wall and steel column of the present invention, the group of steel plate shear force wall, girder steel and steel column
Close, both simplify structure, in turn ensure that the intensity of overall steel frame；Its is rational in infrastructure, effectively prevents steel plate shear force wall from being welded with steel column
Deformation when connecing, and it is easy to the connection between girder steel and steel column, the precision of integrated engineering is improved, and reduce construction cost.
（2）The combining structure of a kind of steel plate shear force wall and steel column of the present invention, steel column structure is solid and reliable, between steel column
Positioning otic placode is first passed through before welding to fix temporarily, is conveniently adjusted installation site, it is ensured that installation accuracy.
（3）The combining structure and its installation method of a kind of steel plate shear force wall and steel column of the present invention, segmental hoisting are set
Put rationally, on the one hand reduce Site Welding workload as far as possible, on the other hand in turn ensure that the operability and just for arranging lifting
Victory, detection in time and fine setting before welding, and fixed temporarily, it ensure that the convenient and precision of welding.
（4）The combining structure and its installation method of a kind of steel plate shear force wall and steel column of the present invention, using interim peace
Dress is fixed with connecting plate or clamp, and a number of limiting plate is arranged in joint, prevents in welding process due to component
Additional deformation caused by deadweight.
（5）The combining structure and its installation method of a kind of steel plate shear force wall and steel column of the present invention, installation and welding
The design of program, the deformation of member is neither influenceed, ensure construction speed and safety operation again, take the time and side that space is staggered
Method, reasonable arrangement lifting and welding, accomplish lapping construction；The design of overall welding sequence, include the design of lining plank, can control
Integrally-built deformation is made, ensures the quality of welding and installation.
Brief description of the drawings
Fig. 1 is the schematic diagram of the combining structure of a kind of steel plate shear force wall of the present invention and steel column；
Fig. 2 is the shear wall steel plate of combining structure and the signal of girder steel of a kind of steel plate shear force wall of the present invention and steel column
Figure；
Fig. 3 is the signal of the middle pectoral plate and internal partition of the combining structure of a kind of steel plate shear force wall of the present invention and steel column
Figure；
Fig. 4 is the schematic diagram of the limiting plate of the combining structure of a kind of steel plate shear force wall of the present invention and steel column；
Fig. 5 sets for lining plank in a kind of steel plate shear force wall of the present invention and the installation method of the combining structure of steel column and clamp
The schematic diagram put；
Fig. 6 be the combining structure of a kind of steel plate shear force wall of the present invention and steel column installation method in step S103 installation
Schematic diagram；
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, in 32-
Portion's dividing plate, 4- steel column brackets, 5- limiting plates, 6- lining planks, 7- positioning otic placodes, 8- connecting plates, 9- girder steel brackets, 10- clamps.
Embodiment
Below in conjunction with the accompanying drawings, the specific embodiment of the invention is described in detail.
Embodiment
The invention discloses the combining structure of a kind of steel plate shear force wall and steel column, as shown in Figures 1 to 6, including shear wall
Steel plate 1, the girder steel 2 for being arranged on the top of shear wall steel plate 1, and it is arranged on shear wall steel plate 1 and the steel column 3 of the both sides of girder steel 2；Institute
State the side of steel column 3 and be provided with steel column bracket 4, the girder steel 2 is connected by steel column bracket 4 with steel column 3；The shear wall steel plate 1 with
One group of limiting plate 5 is set gradually at the vertical seam of steel column 3 from top to bottom.One group of limiting plate 5 be arranged in parallel, its one end with
Shear wall steel plate 1 welds, and the other end welds 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, lining plank 6 is set 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 a day shaped sections；The both sides of middle pectoral plate 31 are radially arranged 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 the both ends of steel beam web plate 21
Girder steel side plate 22, the girder steel side plate 22 weld with shear wall steel plate 1, and the steel beam web plate 21 is with shear wall steel plate 1 same
In plane, the surface of steel beam web plate 21 is provided 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, the He of epimere steel plate 11
Positioning otic placode 7 is respectively equipped with hypomere steel plate 12, and epimere steel plate 11 and hypomere steel are carried out by positioning otic placode 7 and connecting plate 8
Connection between plate 12.
The installation method of the combining 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 the both sides of installation shear wall steel plate 1：Above and below steel column 3 docked and carry out pairing position
Precision adjusts；By the interim fixation for positioning steel column 3 above and below otic placode 7 and the progress of connecting plate 8；Steel above and below progress
Welding between post 3；
S102, the epimere steel plate 11 of girder steel 2 and 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；Girder steel is installed
2 with epimere steel plate 11 weld after integral member；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, clamp 10 is set above the girder steel side plate 22 and steel column bracket 4 of girder steel 2, passes through clamp 10 and carry out girder steel 2 and steel
Position adjustment between post bracket 4 is fixed with interim；
S105, lining plank 6 is set between the steel beam web plate 21 of girder steel 2 and the steel column bracket 4 of the side of steel column 3；
S106, the steel beam web plate 21 of girder steel 2 and the steel column bracket 4 of the side of steel column 3 be welded and fixed；
S107, one group of limiting plate 5 is set between shear wall steel plate 1 and steel column 3, one group of limiting plate 5 is be arranged in parallel, limiting plate
Spacing control is welded in 500mm to 700mm, its one end with shear wall steel plate 1, and the other end welds with steel column 3；
After S108, precision acceptance(check), the both sides of shear wall steel plate 1 are by the welding simultaneously of welding sequence from bottom to top, with both sides steel
Post 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 its one side, another side set 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 are welded simultaneously and welding direction is conversely entered
OK, then, two other remaining parallel side is welded simultaneously and welding direction is conversely carried out.
The assemble method of steel column 3 described in the present embodiment comprises the following steps：
S201, part blanking cutting；
S202, ground surface platform line, assembled moulding bed are set up；
S203, the bottom plate of rectangular column are lifted to assembled moulding bed, and center line is marked on bottom plate；
S204, the assembling for carrying out middle pectoral plate 31, fix middle pectoral plate 31 during assembling using diagonal brace；
S205, internal partition 32 assembling：Using base top end group directrix as benchmark, marked on the inside of bottom plate and two coxostermums
The assembling position line, the positions line such as internal partition 32, rectangular column top cover plate should extend to thickness of slab direction；
S206, the assembling for carrying out the coxostermum of rectangular column two are simultaneously welded；
S207, the assembling for carrying out rectangular column top cover plate 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；
S209, steel column bracket 4 assembling and welding；
S210, the assembling and welding for positioning otic placode 7；
S211, the overall measurement of steel column 3 and correction are carried out using total powerstation.
Described above is only the preferred embodiment of the present invention, it should be noted that for those skilled in the art
For, under the premise without departing from the principles of the invention, some improvement can also be made, these improvement also should be regarded as the guarantor of the present invention
Protect scope.
Claims (10)
- A kind of 1. combining 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 provided 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 combining 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 set lining plank（6）.
- 3. the combining 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, its one end and shear wall steel plate（1）Welding, the other end and steel column（3）Welding.
- 4. the combining 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 combining 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, middle pectoral plate is internally provided with（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 are radially arranged one group of internal partition respectively（32）.
- 6. the combining 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 provided with one group of girder steel bracket（9）.
- 7. the combining 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 by positioning otic placode（7）And connecting plate（8）Carry out epimere steel plate（11）With hypomere steel plate（12）Between Connection.
- 8. the installation method of the combining structure of a kind of steel plate shear force wall and steel column according to any one of claim 1 to 7, its It is characterised by：Comprise the following steps：Shear wall steel plate is installed（1）The steel column of both sides（3）；Girder steel（2）With shear wall steel plate（1）Epimere steel plate（11）It is welded into a whole in advance；Steel column is installed（3）Between girder steel（2）And shear wall steel plate（1）；In girder steel（2）Girder steel side plate（22）With steel column bracket（4）Top sets clamp（10）, pass through clamp（10）Carry out girder steel （2）With steel column bracket（4）Between position adjustment and interim fixed；In girder steel（2）Steel beam web plate（21）With steel column（3）The steel column bracket of side（4）Between lining plank is set（6）；By girder steel（2）Steel beam web plate（21）With steel column（3）The steel column bracket of side（4）It is welded and fixed；In shear wall steel plate（1）With steel column（3）Between one group of limiting plate is set（5）, by one group of limiting plate（5）It is arranged in parallel, its One end and shear wall steel plate（1）Welding, the other end and steel column（3）Welding；After precision acceptance(check), shear wall steel plate（1）Both sides are by the welding simultaneously of welding sequence from bottom to top, with both sides steel column （3）It is welded and fixed；Carry out shear wall steel plate（1）With girder steel below（2）Between welding.
- 9. the installation method of the combining structure of a kind of steel plate shear force wall according to claim 8 and steel column, it is characterised in that： Shear wall steel plate is installed（1）Both sides steel column（3）Method specifically include：Above and below steel column（3）Docked and carried out The precision adjustment of pairing position；By positioning otic placode（7）And connecting plate（8）Steel column above and below progress（3）Interim fixation； Steel column above and below progress（3）Between welding；The steel column（3）Between girder steel（2）And shear wall steel plate（1）Installation method specifically include：Shear wall steel plate is installed（1） Hypomere steel plate（12）；Girder steel is installed（2）With epimere steel plate（11）Integral member after welding；Adjust and carry out hypomere steel plate （12）With epimere steel plate（11）Upper positioning otic placode（7）Between docking, pass through connecting plate（8）It is fixed.
- 10. the installation method of the combining structure of a kind of steel plate shear force wall according to claim 8 and steel column, its feature exist In：The shear wall steel plate（1）With both sides steel column（3）Welding using being symmetrically welded；The shear wall steel plate（1）With below Girder steel（2）Welding using being symmetrically welded；The steel beam web plate（21）With steel column bracket（4）Welding use unilateral bevel type Formula, the unilateral setting V-type soldering opening of its one side, another side set lining plank（6）；Steel column above and below described（3）Between weldering Connecing order is：Parallel two sides are welded simultaneously and welding direction is conversely carried out, and then, remaining two other is parallel Side is welded simultaneously and welding direction is conversely carried out.
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| CN201711238752.1A CN107842131A (en) | 2017-11-30 | 2017-11-30 | A kind of combining structure and its installation method of steel plate shear force wall and steel column |
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| CN201711238752.1A CN107842131A (en) | 2017-11-30 | 2017-11-30 | A kind of combining structure and its installation method of steel plate shear force wall and steel column |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN109653403A (en) * | 2019-01-15 | 2019-04-19 | 中国五冶集团有限公司 | Column plate concrete combined type shear wall and its construction method |
| CN111485640A (en) * | 2019-01-25 | 2020-08-04 | 河南天久装配式建筑有限公司 | Rapid positioning and connecting structure and method for steel plate shear wall in assembly type building |
| CN113530017A (en) * | 2021-06-04 | 2021-10-22 | 泰州职业技术学院 | Hollowed-out positioning steel plate for vertical installation of prefabricated shear wall and use method |
| WO2023024282A1 (en) * | 2021-08-27 | 2023-03-02 | 江苏沪宁钢机股份有限公司 | Arc-shaped wallboard support joint, and manufacturing process therefor |
| CN115889937A (en) * | 2023-03-09 | 2023-04-04 | 云南建投钢结构股份有限公司 | Welding construction method for steel structure beam, column and wall encircling combined node member |
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