CN207228743U - 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
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- CN207228743U CN207228743U CN201721197138.0U CN201721197138U CN207228743U CN 207228743 U CN207228743 U CN 207228743U CN 201721197138 U CN201721197138 U CN 201721197138U CN 207228743 U CN207228743 U CN 207228743U
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- corrugated steel
- tiltedly
- shear wall
- antidetonation
- angled intersection
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Abstract
The utility model discloses a kind of antidetonation right-angled intersection and tiltedly slots corrugated steel shear wall, including grid beam, frame column, corrugated steel, high-strength bolt and billet；Two grid beams and frame column are fixed together by welding, and surround shearing wall frame；Corrugated steel is square, and is equipped with multiple skewed slots；The corner location of corrugated steel is equipped 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 tiltedly fluting corrugated steel to be placed in shearing wall frame, is fixed by welding in shearing wall frame；Billet is equipped between corrugated steel and high-strength bolt.The utility model 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
Building structure technology field is the utility model is related to, more particularly to a kind of antidetonation right-angled intersection is tiltedly slotted corrugated steel
Shear 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, easily produces stress concentration phenomenon in geological process lower steel plate, reduces the energy-dissipating property of steel plate.The utility model
Patent uses corrugated steel, and corrugated steel has higher initial anti-side rigidity in itself, and can give full play to the strength of materials, bend
Bent energy dissipation behavior.Corrugated steel has the advantages that thickness is small, cost is low, easy processing, is a kind of very good as lateral resistant member
Selection.In conclusion corrugated steel is better than plane steel plate to a certain extent, transverse direction is taken in ripple direction, can be by perpendicular
Make itself to undertake vertical load as few as possible to flexural deformation, and then reduce it and play embedding steel plate the shadow of lateral resistance
Ring.
Utility model content
Tiltedly slot corrugated steel in order to solve the above technical problems, the purpose of this utility model is to provide a kind of antidetonation right-angled intersection
Plate shear 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 column, corrugated steel, high-strength bolt
And billet；
Two grid beams and frame column are fixed together by welding, and surround shearing wall frame；
The corrugated steel is square, and is equipped with multiple skewed slots；
The corner location of the corrugated steel is equipped 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 tiltedly fluting corrugated steel to be placed in shearing wall frame, is fixed by welding in shearing
In wall frame；
Billet is equipped between the corrugated steel and high-strength bolt.
A kind of antidetonation right-angled intersection is tiltedly slotted corrugated steel shear wall, its preferred solution is on the corrugated steel
Angle of bevel be 45 °.
A kind of antidetonation right-angled intersection is tiltedly slotted corrugated steel shear wall, its preferred solution is the corrugated steel
Thickness is 5mm.
A kind of antidetonation right-angled intersection is tiltedly slotted corrugated steel shear wall, its preferred solution is on the corrugated steel
Skewed slot ratio of height to thickness be 200~300.
A kind of antidetonation right-angled intersection is tiltedly slotted corrugated steel shear wall, its preferred solution is on the corrugated steel
Skewed slot width be 2mm.
The beneficial effects of the utility model：Both having been weakened the utility model proposes the oblique fluting ripple of double-layer cross intersection should
Power concentration phenomenon, and making easy to process and connection, for opening diagonal crack mainly from three because usually considering, i.e., the width tiltedly slotted
Degree, tiltedly slot steel plate ratio of height to thickness, the width tiltedly slotted because usually analyzing.The technical program have chosen 45 ° of oblique fluting, this
The anti-flexural property for the corrugated steel that angle is tiltedly slotted is best, for its ratio of height to thickness influence factor and the width control system cross of skewed slot
Intersect tiltedly fluting corrugated steel shear wall lateral resistance.The technical solution of the utility model anti-seismic performance increases significantly, can
As high-rise, resistance of super high-rise steel structures steel plate shear force wall, to avoid steel building internal staff injures and deaths under geological process
Damaged with facility.
Brief description of the drawings
Fig. 1 tiltedly slots corrugated steel shear wall structure schematic diagram for a kind of antidetonation right-angled intersection；
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 intersects fluting corrugated steel structure diagram for double-layer cross.
In figure, 1 is grid beam, and 2 be frame column, and 3 be corrugated steel；4 be billet, and 5 be high-strength bolt, and 6 be shearing wall frame,
7 intersect tiltedly fluting corrugated steel for double-layer cross, 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 column 2, ripple
Line steel plate 3, high-strength bolt 5 and billet 4；
Two grid beams 1 and frame column 2 are fixed together by welding, and surround shearing wall frame 6；
The corrugated steel 3 is square, and is equipped with multiple skewed slots 8；
The corner location of the corrugated steel 3 is equipped 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 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 equipped between the corrugated steel 3 and high-strength bolt 5.
8 angle of skewed slot on the corrugated steel 3 is 45 °.
The thickness of the corrugated steel 3 is 5mm.
8 ratio of height to thickness of skewed slot on the corrugated steel 3 is 200~300.
8 width of skewed slot 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 column, corrugated steel, High-strength bolt and billet；Two grid beams and frame column are fixed together by welding, and surround shearing wall frame；The corrugated steel is square, and is equipped with multiple skewed slots；The corner location of the corrugated steel is equipped 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 tiltedly fluting corrugated steel to be placed in shearing wall frame, is fixed by welding in shear wall side In frame；Billet is equipped 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 |
|---|---|---|---|
| CN201721197138.0U CN207228743U (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 |
|---|---|---|---|
| CN201721197138.0U CN207228743U (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 |
|---|---|
| CN207228743U true CN207228743U (en) | 2018-04-13 |
Family
ID=61862842
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721197138.0U Expired - Fee Related CN207228743U (en) | 2017-09-19 | 2017-09-19 | A kind of antidetonation right-angled intersection is tiltedly slotted corrugated steel shear wall |
Country Status (1)
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| CN (1) | CN207228743U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN111945910A (en) * | 2020-07-20 | 2020-11-17 | 北京工业大学 | U-shaped steel plate damper with wave-folding vertical joints and suitable for side columns |
| CN111945911A (en) * | 2020-07-20 | 2020-11-17 | 北京工业大学 | Detachable U-shaped corrugated steel plate damper with double-layer oblique seam |
-
2017
- 2017-09-19 CN CN201721197138.0U patent/CN207228743U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN111945910A (en) * | 2020-07-20 | 2020-11-17 | 北京工业大学 | U-shaped steel plate damper with wave-folding vertical joints and suitable for side columns |
| CN111945911A (en) * | 2020-07-20 | 2020-11-17 | 北京工业大学 | Detachable U-shaped corrugated steel plate damper with double-layer oblique seam |
| CN111945911B (en) * | 2020-07-20 | 2022-03-11 | 北京工业大学 | Detachable U-shaped corrugated steel plate damper with double-layer oblique seam |
| CN111945910B (en) * | 2020-07-20 | 2022-03-11 | 北京工业大学 | U-shaped steel plate damper with wave-folding vertical joints and suitable for side columns |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180413 Termination date: 20180919 |