CN107386748A - A kind of antidetonation right-angled intersection is tiltedly slotted corrugated steel shear wall - Google Patents
A kind of antidetonation right-angled intersection is tiltedly slotted corrugated steel shear wall Download PDFInfo
- Publication number
- CN107386748A CN107386748A CN201710844369.4A CN201710844369A CN107386748A CN 107386748 A CN107386748 A CN 107386748A CN 201710844369 A CN201710844369 A CN 201710844369A CN 107386748 A CN107386748 A CN 107386748A
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- Prior art keywords
- corrugated steel
- tiltedly
- shear wall
- antidetonation
- angled intersection
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/024—Structures with steel columns and beams
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
The present invention discloses a kind of antidetonation right-angled intersection and tiltedly slotted corrugated steel shear wall, including grid beam, frame post, corrugated steel, high-strength bolt and billet；Two grid beams and frame post are fixed together by welding, and surround shearing wall frame；Corrugated steel is square, and is provided with multiple skewed slots；The corner location of corrugated steel is provided with bolt hole；Two layers of corrugated steel is connected by high-strength bolt, double-layer cross is formed and intersects tiltedly fluting corrugated steel；Double-layer cross is intersected into tiltedly fluting corrugated steel to be placed in shearing wall frame, is fixed by welding in shearing wall frame；Billet is provided between corrugated steel and high-strength bolt.The present invention can improve the anti-seismic performance of corrugated steel shear wall, and corrugated steel caused by reducing corrugated steel shear wall bending failure loses lateral resistant ability, avoids local failure of structure, casualties and property loss.
Description
Technical field
The present invention relates to building structure technology field, more particularly to a kind of antidetonation right-angled intersection tiltedly slot corrugated steel shearing
Wall.
Background technology
At present, steel construction is frequently utilized for high level, high-rise building office building, new steel structure house and commercial center
Deng.Steel plate shear force wall is mainly as the lateral resistant member in steel building, however, existing steel plate shear force wall is concentrated mainly on
Plane steel plate, stress concentration phenomenon is easily produced in geological process lower steel plate, reduces the energy-dissipating property of steel plate.Patent of the present invention
Using corrugated steel, corrugated steel has higher initial anti-side rigidity in itself, and can give full play to the strength of materials, flexing consumption
Can characteristic.Corrugated steel has the advantages that thickness is small, cost is low, easy processing, is a kind of extraordinary choosing as lateral resistant member
Select.In summary, corrugated steel is better than plane steel plate to a certain extent, and transverse direction is taken in ripple direction, can be by vertical curved
Song deformation makes itself to undertake vertical load as few as possible, and then reduces it and play embedding steel plate the influence of lateral resistance.
The content of the invention
To be cut in order to solve the above technical problems, it is an object of the invention to provide a kind of antidetonation right-angled intersection corrugated steel of tiltedly slotting
Power wall, concrete technical scheme are as follows：
A kind of antidetonation right-angled intersection is tiltedly slotted corrugated steel shear wall, including grid beam, frame post, corrugated steel, high-strength bolt
And billet；
Two grid beams and frame post are fixed together by welding, and surround shearing wall frame；
The corrugated steel is square, and is provided with multiple skewed slots；
The corner location of the corrugated steel is provided with bolt hole；
Two layers of corrugated steel is connected by high-strength bolt, double-layer cross is formed and intersects tiltedly fluting corrugated steel；
The double-layer cross is intersected into tiltedly fluting corrugated steel to be placed in shearing wall frame, is fixed by welding in shearing
In wall frame；
Billet is provided between the corrugated steel and high-strength bolt.
A kind of described antidetonation right-angled intersection is tiltedly slotted corrugated steel shear wall, and its preferred scheme is on the corrugated steel
Angle of bevel be 45 °.
A kind of described antidetonation right-angled intersection is tiltedly slotted corrugated steel shear wall, and its preferred scheme is the corrugated steel
Thickness is 5mm.
A kind of described antidetonation right-angled intersection is tiltedly slotted corrugated steel shear wall, and its preferred scheme is on the corrugated steel
Skewed slot ratio of height to thickness be 200~300.
A kind of described antidetonation right-angled intersection is tiltedly slotted corrugated steel shear wall, and its preferred scheme is on the corrugated steel
Skewed slot width be 2mm.
Beneficial effects of the present invention：The present invention, which proposes double-layer cross, intersects tiltedly fluting ripple and had both weakened stress concentration and show
As being easy to processing and fabricating and connection again, mainly considering for opening diagonal crack from three factors, i.e., the width tiltedly slotted, tiltedly open
The ratio of height to thickness of channel-section steel plate, the factor of the width tiltedly slotted are analyzed.The technical program have chosen 45 ° of oblique fluting, and this angle is oblique
The anti-flexural property of the corrugated steel of fluting is best, and the width control system right-angled intersection for its ratio of height to thickness influence factor and skewed slot is oblique
Fluting corrugated steel shear wall lateral resistance.Technical scheme anti-seismic performance increases significantly, can as it is high-rise,
The steel plate shear force wall of resistance of super high-rise steel structures, avoid steel building internal staff injures and deaths and facility damage under geological process.
Brief description of the drawings
Fig. 1 is that a kind of antidetonation right-angled intersection is tiltedly slotted corrugated steel shear wall structure schematic diagram；
Fig. 2 is a kind of antidetonation right-angled intersection fluting corrugated steel shear wall front view；
Fig. 3 is a kind of antidetonation right-angled intersection fluting corrugated steel shear wall rearview；
Fig. 4 is that double-layer cross intersects fluting corrugated steel structural representation.
In figure, 1 is grid beam, and 2 be frame post, and 3 be corrugated steel；4 be billet, and 5 be high-strength bolt, and 6 be shearing wall frame,
7 be that double-layer cross intersects tiltedly fluting corrugated steel, and 8 be skewed slot.
Embodiment
A kind of antidetonation right-angled intersection as Figure 1-Figure 4 is tiltedly slotted corrugated steel shear wall, including grid beam 1, frame post 2, ripple
Line steel plate 3, high-strength bolt 5 and billet 4；
Two grid beams 1 and frame post 2 are fixed together by welding, and surround shearing wall frame 6；
The corrugated steel 3 is square, and is provided with multiple skewed slots 8；
The corner location of the corrugated steel 3 is provided with bolt hole；
Two layers of corrugated steel 3 is connected by high-strength bolt 5, double-layer cross is formed and intersects tiltedly fluting corrugated steel 7；
The double-layer cross is intersected into tiltedly fluting corrugated steel 7 to be placed in shearing wall frame 6, is fixed by welding in and cuts
6 in power wall frame；
Billet 4 is provided between the corrugated steel 3 and high-strength bolt 5.
The angle of skewed slot 8 on the corrugated steel 3 is 45 °.
The thickness of the corrugated steel 3 is 5mm.
The ratio of height to thickness of skewed slot 8 on the corrugated steel 3 is 200~300.
The width of skewed slot 8 on the corrugated steel 3 is 2mm.
Claims (5)
- The corrugated steel shear wall 1. a kind of antidetonation right-angled intersection is tiltedly slotted, it is characterised in that：Including grid beam, frame post, corrugated steel, High-strength bolt and billet；Two grid beams and frame post are fixed together by welding, and surround shearing wall frame；The corrugated steel is square, and is provided with multiple skewed slots；The corner location of the corrugated steel is provided with bolt hole；Two layers of corrugated steel is connected by high-strength bolt, double-layer cross is formed and intersects tiltedly fluting corrugated steel；The double-layer cross is intersected into tiltedly fluting corrugated steel to be placed in shearing wall frame, is fixed by welding in shear wall side Inframe；Billet is provided between the corrugated steel and high-strength bolt.
- The corrugated steel shear wall 2. a kind of antidetonation right-angled intersection as claimed in claim 1 is tiltedly slotted, it is characterised in that：The ripple Angle of bevel on line steel plate is 45 °.
- The corrugated steel shear wall 3. a kind of antidetonation right-angled intersection as claimed in claim 1 is tiltedly slotted, it is characterised in that：The ripple The thickness of line steel plate is 5mm.
- The corrugated steel shear wall 4. a kind of antidetonation right-angled intersection as claimed in claim 1 is tiltedly slotted, it is characterised in that：The ripple Skewed slot ratio of height to thickness on line steel plate is 200~300.
- The corrugated steel shear wall 5. a kind of antidetonation right-angled intersection as claimed in claim 1 is tiltedly slotted, it is characterised in that：The ripple Skewed slot width on line steel plate is 2mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710844369.4A CN107386748A (en) | 2017-09-19 | 2017-09-19 | A kind of antidetonation right-angled intersection is tiltedly slotted corrugated steel shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710844369.4A CN107386748A (en) | 2017-09-19 | 2017-09-19 | A kind of antidetonation right-angled intersection is tiltedly slotted corrugated steel shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107386748A true CN107386748A (en) | 2017-11-24 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710844369.4A Pending CN107386748A (en) | 2017-09-19 | 2017-09-19 | A kind of antidetonation right-angled intersection is tiltedly slotted corrugated steel shear wall |
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| CN (1) | CN107386748A (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107859205A (en) * | 2017-12-11 | 2018-03-30 | 天津大学建筑设计研究院 | A kind of pure steel plate shear force wall of grating type and its shear wall system of application |
| 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 |
| CN111236489A (en) * | 2020-02-26 | 2020-06-05 | 西安建筑科技大学 | Full-strengthening center-aligned oblique-slit steel plate wall structure |
| CN111236490A (en) * | 2020-02-26 | 2020-06-05 | 西安建筑科技大学 | Two coincide steel sheet shear wall structures that slot to one side |
| CN111877583A (en) * | 2020-07-20 | 2020-11-03 | 中国船舶重工集团国际工程有限公司 | Asymmetric U-shaped double-layer oblique seam steel plate damper with wave bending function |
| CN112112302A (en) * | 2020-07-20 | 2020-12-22 | 北京工业大学 | Asymmetric U-shaped steel plate damper with waveform holes |
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|---|---|---|---|---|
| JP2005089965A (en) * | 2003-09-11 | 2005-04-07 | Sumitomo Mitsui Construction Co Ltd | Seismic device for rigid frame structure |
| JP2010127051A (en) * | 2008-12-01 | 2010-06-10 | Takenaka Komuten Co Ltd | Corrugated steel-plate earthquake-resisting wall, method for designing the same and building |
| CN103437456A (en) * | 2013-08-08 | 2013-12-11 | 欧进萍 | Anti-buckling oblique notching steel plate energy dissipation shear wall |
| CN203583717U (en) * | 2013-08-08 | 2014-05-07 | 欧进萍 | Buckling-resistance oblique notching steel plate energy dissipation shear wall |
| CN105756229A (en) * | 2014-12-15 | 2016-07-13 | 山东大学 | Multilayer self anti-buckling steel plate shear wall |
| CN105756228A (en) * | 2014-12-15 | 2016-07-13 | 山东大学 | Multilayer oblique slotted bidirectional arrangement steel plate shear wall |
| CN105756227A (en) * | 2014-12-15 | 2016-07-13 | 山东大学 | Multilayer oblique slotted self anti-buckling steel plate shear wall and manufacturing method thereof |
| CN106760058A (en) * | 2017-01-02 | 2017-05-31 | 沈阳建筑大学 | Double-deck corrugated steel polyvinyl alcohol cement-base composite material combines antiknock shear wall |
| CN207228743U (en) * | 2017-09-19 | 2018-04-13 | 沈阳建筑大学 | A kind of antidetonation right-angled intersection is tiltedly slotted corrugated steel shear wall |
-
2017
- 2017-09-19 CN CN201710844369.4A patent/CN107386748A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2005089965A (en) * | 2003-09-11 | 2005-04-07 | Sumitomo Mitsui Construction Co Ltd | Seismic device for rigid frame structure |
| JP2010127051A (en) * | 2008-12-01 | 2010-06-10 | Takenaka Komuten Co Ltd | Corrugated steel-plate earthquake-resisting wall, method for designing the same and building |
| CN103437456A (en) * | 2013-08-08 | 2013-12-11 | 欧进萍 | Anti-buckling oblique notching steel plate energy dissipation shear wall |
| CN203583717U (en) * | 2013-08-08 | 2014-05-07 | 欧进萍 | Buckling-resistance oblique notching steel plate energy dissipation shear wall |
| CN105756229A (en) * | 2014-12-15 | 2016-07-13 | 山东大学 | Multilayer self anti-buckling steel plate shear wall |
| CN105756228A (en) * | 2014-12-15 | 2016-07-13 | 山东大学 | Multilayer oblique slotted bidirectional arrangement steel plate shear wall |
| CN105756227A (en) * | 2014-12-15 | 2016-07-13 | 山东大学 | Multilayer oblique slotted self anti-buckling steel plate shear wall and manufacturing method thereof |
| CN106760058A (en) * | 2017-01-02 | 2017-05-31 | 沈阳建筑大学 | Double-deck corrugated steel polyvinyl alcohol cement-base composite material combines antiknock shear wall |
| CN207228743U (en) * | 2017-09-19 | 2018-04-13 | 沈阳建筑大学 | A kind of antidetonation right-angled intersection is tiltedly slotted corrugated steel shear wall |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107859205A (en) * | 2017-12-11 | 2018-03-30 | 天津大学建筑设计研究院 | A kind of pure steel plate shear force wall of grating type and its shear wall system of application |
| 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 |
| CN111236489A (en) * | 2020-02-26 | 2020-06-05 | 西安建筑科技大学 | Full-strengthening center-aligned oblique-slit steel plate wall structure |
| CN111236490A (en) * | 2020-02-26 | 2020-06-05 | 西安建筑科技大学 | Two coincide steel sheet shear wall structures that slot to one side |
| CN111877583A (en) * | 2020-07-20 | 2020-11-03 | 中国船舶重工集团国际工程有限公司 | Asymmetric U-shaped double-layer oblique seam steel plate damper with wave bending function |
| CN112112302A (en) * | 2020-07-20 | 2020-12-22 | 北京工业大学 | Asymmetric U-shaped steel plate damper with waveform holes |
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Application publication date: 20171124 |