CN109797891A - The novel bidirectionally obliquely placed corrugated steel shear wall of one kind and its application method - Google Patents
The novel bidirectionally obliquely placed corrugated steel shear wall of one kind and its application method Download PDFInfo
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- CN109797891A CN109797891A CN201910015787.1A CN201910015787A CN109797891A CN 109797891 A CN109797891 A CN 109797891A CN 201910015787 A CN201910015787 A CN 201910015787A CN 109797891 A CN109797891 A CN 109797891A
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- drum
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- corrugated steel
- obliquely placed
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Abstract
The novel bidirectionally obliquely placed corrugated steel shear wall of one kind and its application method.A kind of novel bidirectionally obliquely placed corrugated steel shear wall, its composition includes: drum column, drum beam, the drum column includes left drum column and right drum column, the drum beam includes upper drum beam and lower drum beam, it welds or is bolted between the left drum column and the upper drum beam and the lower drum beam, it welds or is bolted between the right drum column and the upper drum beam and the lower drum beam, the left drum column, the upper drum beam, the lower drum beam, the right drum column forms frame, the frame connecting pin sheet frame, the end plate frame connects bidirectionally obliquely placed corrugated steel.The present invention is used for bidirectionally obliquely placed corrugated steel shear wall.
Description
Technical field
The present invention relates to a kind of novel bidirectionally obliquely placed corrugated steel shear wall and its application methods.
Background technique
It is the disadvantages of due to traditional cast-in-situ steel reinforced concrete shear wall from great, long construction period, wet construction, various types of
Steel plate shear force wall, the combined steel plate shearing force wall of type are developed in succession, are studied and apply, but there are still outside easy generating surface for steel plate shear force wall
The shortcomings that buckling.And corrugated steel shear wall is a kind of new steel plate shear wall developed based on plain plate shear wall, it
It is generally placed vertically or traverse two ways using monolithic corrugated steel, and Out-of Plane Stiffness is increased by curling, flat out-of-plane buckling is inhibited to become
Shape, therefore the anti-side rigidity and bearing capacity of shear wall are improved to a certain extent, but the performance of steel plate wall still has much room for improvement.
Summary of the invention
The object of the present invention is to provide a kind of with the novel bidirectionally obliquely placed corrugated steel shearing of one kind from anti-buckling ability
Wall and its application method.
Above-mentioned purpose is realized by following technical scheme:
A kind of novel bidirectionally obliquely placed corrugated steel shear wall, composition includes: drum column, drum beam, and the drum column includes
Left drum column and right drum column, the drum beam include upper drum beam and lower drum beam, the left drum column and described
It welds or is bolted between upper drum beam and the lower drum beam, the right drum column and the upper drum beam and institute
Weld or be bolted between the lower drum beam stated, the left drum column, the upper drum beam, the lower drum beam,
The right drum column forms frame, the frame connecting pin sheet frame, and the end plate frame connects bidirectionally obliquely placed corrugated steel.
The novel bidirectionally obliquely placed corrugated steel shear wall of one kind, the bidirectionally obliquely placed corrugated steel include a ripple
Steel plate and two corrugated steels, it is bidirectionally obliquely placed arranged in a crossed manner between a corrugated steel and two corrugated steels, intersect
It is welded to connect at superposition, is welded to connect between the end plate frame and the bidirectionally obliquely placed corrugated steel.
The novel bidirectionally obliquely placed corrugated steel shear wall of one kind, the inside of the drum column have column inboard wing
Edge, the column inside edge of a wing are provided with two rows of stud bolt holes, and the inside of the drum beam has the edge of a wing on the inside of beam, the beam
The inside edge of a wing is provided with two rows of beam bolt holes；The end plate frame is provided with two rows of fixed bolt holes, the fixed bolt hole, described
Stud bolt hole, the beam bolt hole be all connected with bolt.
The novel bidirectionally obliquely placed corrugated steel shear wall of one kind, the width of the end plate frame are not more than the column
The width on the edge of a wing on the inside of the inside edge of a wing, the beam.
The novel bidirectionally obliquely placed corrugated steel shear wall of one kind, a corrugated steel and two corrugated steels
Plate is arranged in a crossed manner using the oblique connection of 60-120 degree angle intersection.
A kind of application method of novel bidirectionally obliquely placed corrugated steel shear wall, this application method include that the first step first will
Left drum column, upper drum beam, lower drum beam, right drum column weld to form frame, and the edge of a wing is provided with two organ timbering bolts on the inside of column
Hole, the beam inside edge of a wing are provided with two rows of beam bolt holes, and stud bolt hole is opposite with the fixed bolt hole that end plate frame opens up with beam bolt hole
It answers and is welded or be bolted, second step opens up two rows of fixed bolt holes in the prefabrication process of welding ends sheet frame,
Fixed bolt hole is corresponding with stud bolt hole and beam bolt hole, third step by way of welded connecting, by a corrugated steel with
The infall of two corrugated steels is welded, and bidirectionally obliquely placed corrugated steel is formed, and the 4th step will be welded by way of welded connecting
It connects end plate frame to weld together with bidirectionally obliquely placed corrugated steel, the 5th step is transported to construction site and assembled.
The application method of the novel bidirectionally obliquely placed corrugated steel shear wall of one kind, third step are bolted, will
End plate frame and drum column, drum beam are bolted together.
Beneficial effect
1. the present invention passes through end plate and frame beam column by placing two panels corrugated steel oblique, being welded to each other coaction
It links together, researches and develops a kind of corrugated steel shear wall with from anti-buckling function.
2. the present invention solves the disadvantages of long traditional cast-in-situ steel reinforced concrete shear wall construction period, wet construction,
It avoids the problem that out-of-plane buckling easily occurs for general steel plate shear wall simultaneously, has from anti-buckling ability, using effect is good.
3. the present invention can be realized whole the factorial productions, scene is directly assembled, improves construction efficiency, reduces construction
Site environment pollution, improves assembly rate.
4. the present invention has the function of not needing additionally to be arranged anti-buckling construction outside the faces such as concrete slab from anti-out-of-plane buckling and arrange
It applies, simple structure.
5. shear wall of the present invention is not susceptible to out-of-plane buckling, bearing capacity is high, and simple structure, strong operability, has higher
Assembling, the advantages that site operation is convenient, good economy performance.
Detailed description of the invention
Attached drawing 1 is the structural schematic diagram of this product.
Attached drawing 2 is the bidirectionally obliquely placed corrugated steel of this product and welded end plate structural schematic diagram.
Attached drawing 3 is this product node local structure schematic diagram.
Attached drawing 4 is the schematic diagram of this product end plate frame.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description.
Embodiment 1
A kind of novel bidirectionally obliquely placed corrugated steel shear wall, composition includes: drum column, drum beam, and the drum column includes
Left drum column 1 and right drum column 2, the drum beam include upper drum beam 3 and lower drum beam 4, the left drum column and institute
It welds or is bolted between the upper drum beam and the lower drum beam stated, the right drum column and the upper drum beam
It welds or is bolted between the lower drum beam, the left drum column, the upper drum beam, the lower drum
Beam, the right drum column form frame, the frame connecting pin sheet frame 13, and the end plate frame connects bidirectionally obliquely placed ripple
Steel plate.
Embodiment 2
The novel bidirectionally obliquely placed corrugated steel shear wall of one kind described in embodiment 1, the bidirectionally obliquely placed corrugated steel include one
Corrugated steel 5 and two corrugated steels 6, between a corrugated steel and two corrugated steels it is bidirectionally obliquely placed intersect set
It sets, cross-superimposed place 7 is welded to connect, and is welded to connect between the end plate frame and the bidirectionally obliquely placed corrugated steel.
Embodiment 3
The inside of the novel bidirectionally obliquely placed corrugated steel shear wall of one kind described in embodiment 1, the drum column has on the inside of column
The edge of a wing 8, the column inside edge of a wing are provided with two rows of stud bolt holes 9, and the inside of the drum beam has the edge of a wing 10 on the inside of beam, institute
The edge of a wing is provided with two rows of beam bolt holes 11 on the inside of the beam stated；The end plate frame is provided with two rows of fixed bolt holes 12, the fixation
Bolt hole, the stud bolt hole, the beam bolt hole are all connected with bolt 14.
Embodiment 4
The novel bidirectionally obliquely placed corrugated steel shear wall of one kind described in embodiment 1, the width of the end plate frame is no more than described
Column on the inside of the edge of a wing, on the inside of the described beam edge of a wing width.
Embodiment 5
The novel bidirectionally obliquely placed corrugated steel shear wall of one kind as described in example 2, a corrugated steel and two waves
Line steel plate uses 60 degree of oblique connections of angles intersection arranged in a crossed manner or the oblique connection of an angle of 90 degrees intersection is arranged in a crossed manner or 120 degree of angles are intersected
Oblique connection is arranged in a crossed manner.
Embodiment 6
A kind of application method of novel bidirectionally obliquely placed corrugated steel shear wall, this application method include that the first step is first by left work
Type column, upper drum beam, lower drum beam, right drum column weld to form frame, and the edge of a wing is provided with two rows of stud bolt holes, beam on the inside of column
The inside edge of a wing is provided with two rows of beam bolt holes, and stud bolt hole is corresponding with the fixed bolt hole that beam bolt hole and end plate frame open up, simultaneously
It is welded or is bolted, second step opens up two rows of fixed bolt holes, fixed spiral shell in the prefabrication process of welding ends sheet frame
Keyhole is corresponding with stud bolt hole and beam bolt hole, and third step is by way of welded connecting, by a corrugated steel and two ripples
The infall of steel plate is welded, and bidirectionally obliquely placed corrugated steel is formed, and the 4th step is by way of welded connecting, by welded end plate
Frame welds together with bidirectionally obliquely placed corrugated steel, and the 5th step is transported to construction site and assembled.
Embodiment 7
The application method of the novel bidirectionally obliquely placed corrugated steel shear wall of one kind described in embodiment 6, third step are bolted,
End plate frame and drum column, drum beam are bolted together.
Embodiment 8
The novel bidirectionally obliquely placed corrugated steel shear wall of one kind described in above-described embodiment, the steel plate shear force wall includes drum
Column, drum beam, welded end plate, bidirectionally obliquely placed corrugated steel, bolt；Can be used between the drum column and drum beam welding or
It is bolted, and the edge of a wing opens up two rows of bolts hole on the inside of drum column and drum beam respectively；The tilting corrugated steel of described two connects
Touching position is welded, and bidirectionally obliquely placed corrugated steel is formed；The welded end plate (end plate frame) and bidirectionally obliquely placed corrugated steel
Between welded, and welded end plate needs to open up two rows of bolts hole；The bolt for connecting welding end plate and drum column,
Drum beam.
The foregoing is only a preferred embodiment of the present invention, but scope of protection of the present invention is not limited thereto,
In the technical scope disclosed by the present invention, any changes or substitutions that can be easily thought of by anyone skilled in the art,
It should be covered by the protection scope of the present invention.
Claims (7)
1. a kind of novel bidirectionally obliquely placed corrugated steel shear wall, composition includes: drum column, drum beam, it is characterized in that: described
Drum column include left drum column and right drum column, the drum beam includes upper drum beam and lower drum beam, the left work
It welds or is bolted between type column and the upper drum beam and the lower drum beam, the right drum column and described
It welds or is bolted between upper drum beam and the lower drum beam, it is the left drum column, the upper drum beam, described
Lower drum beam, the described right drum column form frame, the frame connecting pin sheet frame, the end plate frame connects bidirectional oblique
Set corrugated steel.
2. the novel bidirectionally obliquely placed corrugated steel shear wall of one kind according to claim 1, it is characterized in that: described is two-way
Tilting corrugated steel includes a corrugated steel and two corrugated steels, between a corrugated steel and two corrugated steels
Bidirectionally obliquely placed arranged in a crossed manner, cross-superimposed place is welded to connect, between the end plate frame and the bidirectionally obliquely placed corrugated steel
It is welded to connect.
3. the novel bidirectionally obliquely placed corrugated steel shear wall of one kind according to claim 1, it is characterized in that: the drum column
Inside there is the edge of a wing on the inside of column, the edge of a wing is provided with two rows of stud bolt holes on the inside of the column, and the inside of the drum beam has
The edge of a wing on the inside of beam, the beam inside edge of a wing are provided with two rows of beam bolt holes；The end plate frame is provided with two rows of fixed bolt holes, institute
The fixed bolt hole stated, the stud bolt hole, the beam bolt hole are all connected with bolt.
4. the novel bidirectionally obliquely placed corrugated steel shear wall of one kind according to claim 1, it is characterized in that: the end plate
Width of the width of frame no more than the edge of a wing, the beam inside edge of a wing on the inside of the column.
5. the novel bidirectionally obliquely placed corrugated steel shear wall of one kind according to claim 2 a, it is characterized in that: wave
Line steel plate and two corrugated steels using 60-120 degree angle intersect it is oblique connect it is arranged in a crossed manner.
6. a kind of application method of novel bidirectionally obliquely placed corrugated steel shear wall, it is characterized in that: this application method includes, first
Left drum column, upper drum beam, lower drum beam, right drum column are welded first and to form frame by step, and the edge of a wing is provided with two on the inside of column
Organ timbering bolt hole, the fixation spiral shell that the beam inside edge of a wing is provided with two rows of beam bolt holes, stud bolt hole and beam bolt hole and end plate frame opens up
Keyhole is corresponding and is welded or is bolted, and second step opens up two rows of fixations in the prefabrication process of welding ends sheet frame
Bolt hole, fixed bolt hole is corresponding with stud bolt hole and beam bolt hole, and third step is by way of welded connecting, by a ripple
The infall of steel plate and two corrugated steels is welded, and bidirectionally obliquely placed corrugated steel, the side that the 4th step passes through welded connecting are formed
Formula welds together welding ends sheet frame and bidirectionally obliquely placed corrugated steel, and the 5th step is transported to construction site and assembled.
7. the application method of the novel bidirectionally obliquely placed corrugated steel shear wall of one kind according to claim 6, it is characterized in that: the
Three steps are bolted, and end plate frame and drum column, drum beam are bolted together.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910015787.1A CN109797891A (en) | 2019-01-08 | 2019-01-08 | The novel bidirectionally obliquely placed corrugated steel shear wall of one kind and its application method |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910015787.1A CN109797891A (en) | 2019-01-08 | 2019-01-08 | The novel bidirectionally obliquely placed corrugated steel shear wall of one kind and its application method |
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| Publication Number | Publication Date |
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| CN109797891A true CN109797891A (en) | 2019-05-24 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201910015787.1A Pending CN109797891A (en) | 2019-01-08 | 2019-01-08 | The novel bidirectionally obliquely placed corrugated steel shear wall of one kind and its application method |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114319656A (en) * | 2022-02-17 | 2022-04-12 | 苏州科技大学 | Multilayer orthogonal profiled steel sheet-concrete combined shear wall |
| CN114809376A (en) * | 2022-04-12 | 2022-07-29 | 西安建筑科技大学 | FRP battenboard buckling-restrained steel plate shear wall is arranged to slant |
| CN115405009A (en) * | 2022-09-30 | 2022-11-29 | 中铁二局集团建筑有限公司 | Oblique corrugated steel plate shear wall |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2019479A (en) * | 1978-03-10 | 1979-10-31 | British Steel Corp | Interconnecting Cladding Panels in Prefabricated Buildings |
| CN202108133U (en) * | 2011-06-01 | 2012-01-11 | 西安建筑科技大学 | Double-Layer bent-plate steel-plate shear wall structure |
| CN103835395A (en) * | 2014-03-10 | 2014-06-04 | 北京工业大学 | Prestress oblique double-layer folded steel plate shear wall |
| CN105735527A (en) * | 2016-02-04 | 2016-07-06 | 东南大学 | Shear wall with two sides connected with wholly-assembled double-layer pre-folded-line steel plates |
| CN107386748A (en) * | 2017-09-19 | 2017-11-24 | 沈阳建筑大学 | A kind of antidetonation right-angled intersection is tiltedly slotted corrugated steel shear wall |
| CN207244899U (en) * | 2017-07-07 | 2018-04-17 | 杭州泽通建筑节能新材料有限公司 | A kind of horizontal corrugated steel shear wall |
-
2019
- 2019-01-08 CN CN201910015787.1A patent/CN109797891A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2019479A (en) * | 1978-03-10 | 1979-10-31 | British Steel Corp | Interconnecting Cladding Panels in Prefabricated Buildings |
| CN202108133U (en) * | 2011-06-01 | 2012-01-11 | 西安建筑科技大学 | Double-Layer bent-plate steel-plate shear wall structure |
| CN103835395A (en) * | 2014-03-10 | 2014-06-04 | 北京工业大学 | Prestress oblique double-layer folded steel plate shear wall |
| CN105735527A (en) * | 2016-02-04 | 2016-07-06 | 东南大学 | Shear wall with two sides connected with wholly-assembled double-layer pre-folded-line steel plates |
| CN207244899U (en) * | 2017-07-07 | 2018-04-17 | 杭州泽通建筑节能新材料有限公司 | A kind of horizontal corrugated steel shear wall |
| CN107386748A (en) * | 2017-09-19 | 2017-11-24 | 沈阳建筑大学 | A kind of antidetonation right-angled intersection is tiltedly slotted corrugated steel shear wall |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114319656A (en) * | 2022-02-17 | 2022-04-12 | 苏州科技大学 | Multilayer orthogonal profiled steel sheet-concrete combined shear wall |
| CN114809376A (en) * | 2022-04-12 | 2022-07-29 | 西安建筑科技大学 | FRP battenboard buckling-restrained steel plate shear wall is arranged to slant |
| CN115405009A (en) * | 2022-09-30 | 2022-11-29 | 中铁二局集团建筑有限公司 | Oblique corrugated steel plate shear wall |
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Application publication date: 20190524 |
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| RJ01 | Rejection of invention patent application after publication |