CN207244899U - A kind of horizontal corrugated steel shear wall - Google Patents
A kind of horizontal corrugated steel shear wall Download PDFInfo
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- CN207244899U CN207244899U CN201720818009.2U CN201720818009U CN207244899U CN 207244899 U CN207244899 U CN 207244899U CN 201720818009 U CN201720818009 U CN 201720818009U CN 207244899 U CN207244899 U CN 207244899U
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Abstract
It the utility model is related to a kind of horizontal corrugated steel shear wall, belong to new Lateral Resistant System, it includes frame and corrugated steel, the frame includes the steel column of left and right arrangement, and the girder steel arranged up and down, the both ends of girder steel are rigidly connected with steel column, and the corrugated steel is located in frame, and corrugated steel upper and lower ends are rigidly connected with girder steel；The corrugated steel is equipped with horizontally disposed ripple, and ripple is sine bellows, triangle ripple, rectangle ripple or trapezoidal ripple.Dead weight of the horizontal corrugated steel shear wall compared with concrete shear force wall can significantly mitigate, so as to reduce seismic force, be conducive to earthquake-resistant structure.
Description
Technical field
It the utility model is related to new Lateral Resistant System, more particularly to a kind of horizontal corrugated steel shear wall.
Background technology
Lateral resisting structure is the structure function for being used to resist lateral load (such as wind load and earthquake load) in building structure
Part, for skyscraper and steel building, lateral resisting structure is the key of total design.Steel plate shears
Wall is a kind of new lateral resisting structure of steel building, with traditional bracing members and concrete shear force wall or core wall structure phase
Than this structure easily realizes the theory of the multiple anti-vibration defense lines of structure, making is easy for construction, it is excellent to increase building usable floor area etc.
Point.
Steel plate shear force wall common at present has following a few classes：General steel plate shear wall is (according to steel plate shear force wall ratio of height to thickness
Big I is divided into two class of slab and thin plate), steel shear wall with slits, combined steel plate shearing force wall etc..The steel plate shearing of the above-mentioned type
From how to prevent the flexing of embedded steel plate from setting about, steel plate shear force wall shearing resistance unstability buckling failure is avoided by construction measure for wall,
To improve buckling strength.But also expose some shortcomings：The major defect of slab steel plate shear force wall is uneconomical；Band is put more energy into
The thin steel plate shear wall and steel shear wall with slits of rib are all relatively difficult in processing and fabricating；Combined steel plate shearing force wall dead weight compared with
Greatly, it is unfavorable for reducing geological process.
The content of the invention
The purpose of this utility model is that in view of the above-mentioned problems, provide a kind of horizontal corrugated steel shear wall, ripple is utilized
Line steel plate is because of the construction features of itself so that and shear wall is improved significantly along the tension and compression rigidity in ripple direction, and perpendicular to ripple
The tension and compression rigidity in line direction is degenerated rapidly, and then makes to which give extensive utilization.
For the attainment of one's purpose, technical solution provided by the utility model is：
A kind of horizontal corrugated steel shear wall that the utility model is related to, it is characterised in that：It includes frame and corrugated steel
Plate, the frame include the steel column of left and right arrangement, and the girder steel arranged up and down, and both ends and the steel column of girder steel are rigidly connected,
The corrugated steel is located in frame, and corrugated steel upper and lower ends are rigidly connected with girder steel；The corrugated steel is equipped with
Horizontally disposed ripple, ripple are sine bellows, triangle ripple, rectangle ripple or trapezoidal ripple.
Preferably, the ripple on the corrugated steel uses trapezoidal ripple, the size of corrugated steel for 3300mm ×
2500mm, the height of trapezoidal ripple are 30mm~100mm, and the angle on trapezoidal Wave bevelling and base is 45 °~60 °, trapezoidal wave
Line weakens the phenomenon of stress concentration, also allows for processing and fabricating and connection.
Preferably, the steel column uses steel I-column, and girder steel uses steel I-beam.
Preferably, the sectional dimension of the steel column is H250mm × 250mm × 9mm × 14mm.
Using technical solution provided by the utility model, compared with prior art, have the advantages that：
1st, horizontal corrugated steel shear wall compensate for the shortcomings that conventional concrete ductility of sheer wall is insufficient, while avoid two
The rigidity mismatch problem of kind material, under geological process, horizontal corrugated steel shear wall has stable Hysteresis Behavior, in steel plate
In the case of being cut surrender, it may continue to bear lateral load, and it is good with the synergisticing performance of steel frame, agree with finish well
Structure must set the theory in multiple lateral resisting defence line.
2nd, the strength of materials of steel is high, and dead weight of the horizontal corrugated steel shear wall compared with concrete shear force wall can significantly subtract
Gently, so as to reduce seismic force, earthquake-resistant structure is conducive to.
3rd, corrugated steel shear wall is all made of batch production, and scene is general only need to be bolted or weld, speed of application
Improve a lot compared with concrete shear force wall, compared with the environmental protection that conventional concrete shear wall is more advantageous to construction site, be conducive to
The section material at scene, it is water-saving, it is energy saving, meet the requirement of current green construction.
Brief description of the drawings
Fig. 1 is the front elevation of the utility model corrugated steel shear wall；
Fig. 2 is the limit lateral capacity data analysis figure that the utility model ripple arranges three kinds of directions.
Illustrate：1 girder steel, 2 steel columns, 3 corrugated steels.
Embodiment
To further appreciate that the content of the utility model, the utility model is described in detail in conjunction with the embodiments, it is real below
Apply example to be used to illustrate the utility model, but be not intended to limit the scope of the present invention.
With reference to shown in attached drawing 1, a kind of horizontal corrugated steel shear wall that the utility model is related to includes frame and corrugated steel
Plate 3, the frame include the steel column 2 of left and right arrangement, and the girder steel 1 arranged up and down, steel column 2 and girder steel 1 use I-shaped
Steel section, wherein, the sectional dimension of steel column 2 uses H250 × 250 × 9 × 14.Using rigid connection between steel column 2 and girder steel 1
Mode connect, steel column 2 and girder steel 1 form the frame of 3300 × 2500mm, and corrugated steel 3, corrugated steel 3 are equipped with frame
Upper and lower ends are rigidly connected with girder steel.The size of the corrugated steel 3 is 3300 × 2500mm.To cause steel plate shear force wall
Limit lateral capacity higher, applicant cut horizontal corrugated steel shear wall, vertical corrugated steel shear wall and oblique corrugated steel
Power wall is simulated experiment, and simulated experiment data are as shown in Fig. 2, the curve of the top is the anti-of horizontal corrugated steel shear wall
The data bus connection of side bearing capacity, intermediate curve is the data bus connection of the limit lateral capacity of vertical corrugated steel shear wall, bottom
Curve for oblique ripple steel plate shear force wall limit lateral capacity data bus connection, it can be seen that, when ripple level is set, wall
The limit lateral capacity of body is maximum, therefore the ripple of the corrugated steel 3 of the applicant's use is horizontally disposed.
For compared with sine bellows, triangle ripple and rectangle ripple, trapezoidal ripple can not only weaken stress concentration
Phenomenon, also allows for processing and fabricating and connection, therefore applicant selects trapezoidal ripple, the height of 3 trapezoidal ripple of corrugated steel for 30~
The angle on 100mm, trapezoidal Wave bevelling and base is 45 °~60 °.
Wall body construction described above is completed by factory, and live integral hoisting, is connected with main body, only need to be bolted or
Welding, speed of application improve a lot compared with concrete shear force wall, are conducive to the environmental protection of construction site, are conducive to the section at scene
Material, it is water-saving, it is energy saving, meet the requirement of current green construction.
The utility model is described in detail above in association with embodiment, but the content be only the utility model compared with
Good embodiment, it is impossible to be construed as limiting the scope of the utility model.It is made according to the scope of application of this utility model
All the changes and improvements etc., should all still fall within the patent covering scope of the utility model.
Claims (4)
- A kind of 1. horizontal corrugated steel shear wall, it is characterised in that：It includes frame and corrugated steel, and the frame includes a left side The steel column of right arrangement, and the girder steel arranged up and down, both ends and the steel column of girder steel are rigidly connected, and the corrugated steel is located at side In frame, corrugated steel upper and lower ends are rigidly connected with girder steel；The corrugated steel is equipped with horizontally disposed ripple, and ripple is Sine bellows, triangle ripple, rectangle ripple or trapezoidal ripple.
- 2. horizontal corrugated steel shear wall according to claim 1, it is characterised in that：Ripple on the corrugated steel Using trapezoidal ripple, the size of corrugated steel is 3300mm × 2500mm, and the height of trapezoidal ripple is 30mm~100mm, trapezoidal Wave bevelling and the angle on base are 45 °~60 °.
- 3. horizontal corrugated steel shear wall according to claim 1, it is characterised in that：The steel column uses I-steel Column, girder steel use steel I-beam.
- 4. the horizontal corrugated steel shear wall according to claim 1 or 3, it is characterised in that：The section ruler of the steel column Very little is H250mm × 250mm × 9mm × 14mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720818009.2U CN207244899U (en) | 2017-07-07 | 2017-07-07 | A kind of horizontal corrugated steel shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720818009.2U CN207244899U (en) | 2017-07-07 | 2017-07-07 | A kind of horizontal corrugated steel shear wall |
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| CN207244899U true CN207244899U (en) | 2018-04-17 |
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| CN201720818009.2U Active CN207244899U (en) | 2017-07-07 | 2017-07-07 | A kind of horizontal corrugated steel shear wall |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108678485A (en) * | 2018-05-24 | 2018-10-19 | 上海史狄尔建筑减震科技有限公司 | A kind of difunctional corrugated steel board wall of load-bearing energy consumption |
| CN108894363A (en) * | 2018-08-21 | 2018-11-27 | 重庆钢结构产业有限公司 | Quarter bend corrugated steel shear wall and its component |
| CN109797891A (en) * | 2019-01-08 | 2019-05-24 | 济南大学 | The novel bidirectionally obliquely placed corrugated steel shear wall of one kind and its application method |
| CN110513148A (en) * | 2019-08-29 | 2019-11-29 | 西南交通大学 | Tunnel ventilation pilot tunnel partition wall and its construction method |
-
2017
- 2017-07-07 CN CN201720818009.2U patent/CN207244899U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108678485A (en) * | 2018-05-24 | 2018-10-19 | 上海史狄尔建筑减震科技有限公司 | A kind of difunctional corrugated steel board wall of load-bearing energy consumption |
| CN108894363A (en) * | 2018-08-21 | 2018-11-27 | 重庆钢结构产业有限公司 | Quarter bend corrugated steel shear wall and its component |
| CN109797891A (en) * | 2019-01-08 | 2019-05-24 | 济南大学 | The novel bidirectionally obliquely placed corrugated steel shear wall of one kind and its application method |
| CN110513148A (en) * | 2019-08-29 | 2019-11-29 | 西南交通大学 | Tunnel ventilation pilot tunnel partition wall and its construction method |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 311419 Building No. 53, Yushan Village, Yushan Township, Fuyang City, Hangzhou City, Zhejiang Province Patentee after: Zhejiang Hangjiazetong Building Energy Saving New Materials Co., Ltd. Address before: 311419 Building No. 53, Yushan Village, Yushan Township, Fuyang City, Hangzhou City, Zhejiang Province Patentee before: Hangzhou Zetong Architecture Energy Saving New Materials Co., Ltd. |
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| CP01 | Change in the name or title of a patent holder |