CN203821630U - Two-sided connection type low yield point steel plate shear wall - Google Patents
Two-sided connection type low yield point steel plate shear wall Download PDFInfo
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- CN203821630U CN203821630U CN201420209798.6U CN201420209798U CN203821630U CN 203821630 U CN203821630 U CN 203821630U CN 201420209798 U CN201420209798 U CN 201420209798U CN 203821630 U CN203821630 U CN 203821630U
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- low yield
- shear wall
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Abstract
The utility model discloses a two-sided connection type low yield point steel plate shear wall, which comprises an inner filling steel sheet wall, a dual-clamping plate and edge members. The inner filling steel sheet wall is made of low-yield-point steel material. Both the dual-clamping plate and the edge members are made of common steel material. The upper and lower edges of the inner filling steel sheet wall are welded with the dual-clamping plate. The two-sided edges of the inner filing steel sheet wall are welded with the edge members. According to the technical scheme of the utility model, obliquely intersected or criss-crossly intersected reinforcing ribs are arranged on the surface of the inner filing steel sheet wall, wherein the two types of reinforcing ribs are made of common steel material. The two-sided connection type low yield point steel plate shear wall has the advantages of simple structure, convenient manufacturing and installation, easy size adjustment, and stable and excellent ductility performance and hysteresis performance, and conforms to the earthquake-proof design philosophy for strong columns, weak beams and multichannel earthquake-proof systems. Meanwhile, the two-sided connection type low yield point steel plate shear wall is better in earthquake-proof property and can be widely applied to frame structural systems.
Description
Technical field
The utility model belongs to high building structure field, relates to the low yield point steel plate shear wall that a kind of both sides connect.
Background technology
Low-yield steel have that yield strength is low, yield tensile ratio is little, anti-low cycle fatigue property is good, elongation rate is large and the advantage such as plastic deformation ability is strong, after plastic state, there is good hysteretic characteristic entering, and can absorb a large amount of energy in elastoplasticity hysteresis deformation process.Low Yield Point Steel is mainly used for making the dissipative cells such as Low Yield Point Steel damper and buckling-restrained type power consumption support, steel plate shear force wall in Structural Energy Dissipation Aseismatic Design.More about the steel plate shear force wall research that four limits connect, when steel plate shear force wall is set a roof beam in place with peripheral frame, post is while being connected completely, the internal force of steel plate can affect the stress performance of framework, likely causes side column to destroy prior to steel plate shear force wall.The steel plate shear force wall that both sides connect is only set a roof beam in place and is connected with upper and lower frames, throws off with side column, and wallboard internal force coupled columns does not produce added influence, more meets the Aseismic Design Theory of strong column and weak beam and multiple tracks antidetonation system.
Utility model content
Technical problem: the utility model provides a kind of steel plate shear force wall of both sides connection and advantage of low-yield steel of combining, the low yield point steel plate shear wall that the better both sides of anti-seismic performance connect.
Technical scheme: the low yield point steel plate shear wall that both sides of the present utility model connect, in comprising, fill out steel plate wall, fill out the double plate at the upper and lower two ends of steel plate wall in being separately positioned on and be separately positioned in fill out the edge member at the horizontal two ends of steel plate wall, the material of inside filling out steel plate wall is Low Yield Point Steel, double plate comprises level board and is set in parallel in supermedial two risers of described level board, two risers outsides are equipped with some stiffening ribs, inside fill out the otic placode that steel plate wall arranges by end and are clamped between two risers and are fixedly connected with.
In preferred version of the present utility model, two row's bolts hole are set on level board, are distributed in respectively the outside of two risers.
In preferred version of the present utility model, edge member is H shaped steel or i iron.
In preferred version of the present utility model, the vertical spacing of double plate and edge member is 20～30mm.
In preferred version of the present utility model, inside fill out steel plate wall side and be provided with two stiffening ribs of skewed crossing or right-angled intersection.
In preferred version of the present utility model, the steel plate bar that stiffening rib is rectangular cross section.
In preferred version of the present utility model, in being arranged on, fills out stiffening rib the one or both sides of steel plate wall.
In the utility model, the low yield point steel plate shear wall that both sides connect can be set a roof beam in place upper and lower double plate to be connected with the upper and lower frames of steel frame by bolt, and the edge member of both sides and the frame column on both sides are thrown off, and forms the low yield point steel plate shear wall that both sides connect;
In the utility model, the low yield point steel plate shear wall that both sides connect can be set a roof beam in place upper and lower double plate to be connected with the upper and lower frames of concrete frame by shear connector, the edge member of both sides and the frame column on both sides are thrown off, and form the low yield point steel plate shear wall that both sides connect.
Beneficial effect: the utility model compared with prior art, has the following advantages:
The low yield point steel plate shear wall simple structure that both sides of the present utility model connect, fabrication and installation are convenient, and size is easy to adjust, and ductile performance and Hysteresis Behavior are stable excellent; Fig. 9 is the Hysteresis Behavior schematic diagram of the low yield point steel plate shear wall physical model test of both sides of the present utility model connection, and the hysteresis loop in figure is full, and energy consumption effect is good; According to Practical Project situation, can consider the low yield point steel plate shear wall that the both sides with stiffening rib (skewed crossing stiffening rib or right-angled intersection stiffening rib) connect, with stiffening rib steel plate shearing force wall Hysteresis Behavior more not the steel plate shear force wall with stiffening rib more stablize fullly, be more beneficial to power consumption;
The gap of reserved 20～30mm between edge member of the present utility model and double plate, thereby form the low yield point steel plate shear wall that both sides connect, the steel plate shear force wall that four limits connect is connected completely with Vierendeel girder, the post of periphery, the internal force of steel plate can have influence on the stress performance of framework, likely causes side column to destroy prior to steel plate shear force wall; The steel plate shear force wall that both sides connect is only set a roof beam in place and is connected with upper and lower frames, throws off with side column, and wallboard internal force coupled columns does not produce added influence, more meets the Aseismic Design Theory of strong column and weak beam and multiple tracks antidetonation system; In steel plate shear force wall of the present utility model, filling out steel plate wall material is low-yield steel, low-yield steel have that yield strength is low, yield tensile ratio is little, anti-low cycle fatigue property is good, elongation rate is large and the advantage such as plastic deformation ability is strong, after plastic state, there is good hysteretic characteristic entering, and can absorb a large amount of energy in elastoplasticity hysteresis deformation process; The utility model has been taken into account the steel plate shear force wall of both sides connections and the advantage of low-yield steel simultaneously, has more excellent energy-dissipating property.
In the low yield point steel plate shear wall that both sides of the present utility model connect, filling out lower limb on steel plate wall is connected with double plate by the otic placode arranging, double plate gets up the edge constraint up and down of shear wall, then be connected with the Vierendeel girder of frame construction, thereby be connected for providing effective between steel plate shear force wall and frame construction;
In the edge member constraint of the low yield point steel plate shear wall that both sides of the present utility model connect, fill out the both sides of the edge of steel plate wall, to fill out steel plate wall thinner due to interior, the both sides of the edge that edge member is internally filled out steel plate wall retrain, in can preventing, fill out steel plate wall out-of-plane unstability occurs in power consumption process, thereby make the utility model more can bring into play its energy-dissipating property;
The low yield point steel plate shear wall that both sides are connected applies to can effectively improve integrally-built horizontal lateral loading power and strengthen energy consumption effect in building structure, can be widely used in frame structure system.
Brief description of the drawings
Fig. 1 fills out steel plate wall schematic diagram in low-yield;
Fig. 2 fills out steel plate wall schematic diagram in the low-yield with right-angled intersection stiffening rib;
Fig. 3 a fills out steel plate wall front view in the low-yield with skewed crossing stiffening rib;
Fig. 3 b fills out steel plate wall top view in the low-yield with skewed crossing stiffening rib;
Fig. 3 c fills out steel plate wall lateral view in the low-yield with skewed crossing stiffening rib;
Fig. 4 a is the low yield point steel plate shear wall schematic diagram that both sides connect;
Fig. 4 b is double plate schematic diagram;
Fig. 5 is the low yield point steel plate shear wall schematic diagram connecting with the both sides of right-angled intersection stiffening rib;
Fig. 6 is the low yield point steel plate shear wall schematic diagram connecting with the both sides of skewed crossing stiffening rib;
Fig. 7 is the structural representation that is bolted with steel framed structure of low yield point steel plate shear wall that connects of both sides (taking the low yield point steel plate shear wall that is connected with the both sides of skewed crossing stiffening rib as example);
Fig. 8 is the structural representation (the low yield point steel plate shear wall connecting taking the both sides with skewed crossing stiffening rib is as example) that the low yield point steel plate shear wall of both sides connection is connected by shear connector with concrete frame structure;
Fig. 9 is the hysteresis loop schematic diagram of the low yield point steel plate shear wall physical model test of both sides connection;
In figure, have: inside fill out steel plate wall 1; Double plate 2; Edge member 3; Stiffening rib 4; Steel-frame beam 5; Concrete frame beam 6; Steel Frame Column 7; Concrete frame trestle 8; High-strength bolt 9; Shear connector 10; Otic placode 11; Level board 21; Riser 22.
Detailed description of the invention
According to following embodiment, can understand better the utility model.The described content of embodiment is only for the utility model is described, and should also can not limit utility model described in detail in claims.
Refer to Fig. 1, Fig. 2, Fig. 3 a, Fig. 3 b and Fig. 3 c, the low yield point steel plate shear wall that a kind of both sides of the present utility model connect, in it, filling out steel plate wall 1 has three kinds of forms: be not with stiffening rib, band right-angled intersection stiffening rib and three kinds of forms of band skewed crossing stiffening rib.
Refer to shown in Fig. 4 a, Fig. 4 b, Fig. 5 and Fig. 6, the low yield point steel plate shear wall that a kind of both sides of the present utility model connect, fills out steel plate wall 1, double plate 2 and edge member 3 in comprising; According to Practical Project, two stiffening ribs 4 of skewed crossing or right-angled intersection can be set at the interior one or both sides of filling out steel plate wall; Wherein, fill out steel plate wall 1 and adopt low-yield steel, double plate 2, edge member 3 and stiffening rib 4 all adopt common iron.Upper lower limb and the double plate 2 of inside filling out steel plate wall 1 are welded to connect by otic placode 11, and both sides of the edge and the edge member 3 of inside filling out steel plate wall 1 are directly welded to connect.
Refer to Fig. 7 and Fig. 8, the low yield point steel plate shear wall that the utility model connects both sides is for the example of frame construction, Fig. 7 is the structural representation with bolts with steel frame, and Fig. 8 is the structural representation that adopts shear connector to be connected with concrete frame.
Refer to Fig. 9, Fig. 9 is the hysteresis loop of the low yield point steel plate shear wall physical model of both sides of the present utility model connection, and this hysteresis loop is full, and energy consumption effect is good.
Embodiment 1
Fig. 7 is low yield point steel plate shear wall and the steel frame structural representation with bolts that both sides connect.
When the low yield point steel plate shear wall that both sides connect and steel frame are with bolts, by high-strength bolt 9, the double plate of shear wall 2 is connected with steel-frame beam 5, edge member 3 and the Steel Frame Column 7 of shear wall are thrown off, and form the low yield point steel plate shear wall that only has upper lower limb to connect.
Embodiment 2
Fig. 8 is the structural representation that the low yield point steel plate shear wall of both sides connection adopts shear connector to be connected with concrete frame.
When the low yield point steel plate shear wall that both sides connect adopts shear connector to be connected with concrete frame, by shear connector 10, the double plate of shear wall 2 is connected with concrete frame beam 6, edge member 3 and the concrete frame trestle 8 of shear wall are thrown off, and form the low yield point steel plate shear wall that only has upper lower limb to connect.
When actual manufacture, the main part of the low yield point steel plate shear wall being first connected according to design parameters (filling out the form of height, width, thickness and upper and lower double plate and the both sides of the edge member of steel plate wall in low-yield) processing both sides, and according to type of attachment default bolt hole on upper and lower double plate, the low yield point steel plate shear wall then both sides being connected is installed in the middle of frame construction.
Should understand above-described embodiment only for the detailed description of the invention of technical solutions of the utility model is described, and be not used in restriction scope of the present utility model.After having read the utility model, amendment and the replacement of those skilled in the art to various equivalents of the present utility model all falls within the protection domain that the application's claim limits.
Claims (7)
1. the low yield point steel plate shear wall that both sides connect, it is characterized in that, in comprising, fills out this shear wall steel plate wall (1), be separately positioned on fill out the double plate (2) at the upper and lower two ends of steel plate wall (1) in described and be separately positioned in fill out the edge member (3) at the horizontal two ends of steel plate wall (1), the material of filling out steel plate wall (1) in described is Low Yield Point Steel, described double plate (2) comprises level board (21) and is set in parallel in supermedial two risers of described level board (21) (22), inside filling out the otic placode (11) that steel plate wall (1) arranges by end is clamped between two risers (22) and is fixedly connected with.
2. the low yield point steel plate shear wall that both sides as claimed in claim 1 connect, is characterized in that, two row's bolts hole are set on described level board (21), is distributed in respectively the outside of two risers (22).
3. the low yield point steel plate shear wall that both sides as claimed in claim 1 connect, is characterized in that, described edge member (3) is H shaped steel or i iron.
4. the low yield point steel plate shear wall that both sides as claimed in claim 1 connect, is characterized in that, described double plate (2) is 20～30mm with the vertical spacing of edge member (3).
5. the low yield point steel plate shear wall that both sides as claimed in claim 1 connect, is characterized in that, fills out steel plate wall (1) side in described and be provided with two stiffening ribs (4) of skewed crossing or right-angled intersection.
6. the low yield point steel plate shear wall that both sides as claimed in claim 5 connect, is characterized in that the steel plate bar that described stiffening rib (4) is rectangular cross section.
7. the low yield point steel plate shear wall that both sides as claimed in claim 5 connect, is characterized in that, fills out the one or both sides of steel plate wall (1) in described stiffening rib (4) is arranged on.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420209798.6U CN203821630U (en) | 2014-04-25 | 2014-04-25 | Two-sided connection type low yield point steel plate shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420209798.6U CN203821630U (en) | 2014-04-25 | 2014-04-25 | Two-sided connection type low yield point steel plate shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203821630U true CN203821630U (en) | 2014-09-10 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420209798.6U Expired - Fee Related CN203821630U (en) | 2014-04-25 | 2014-04-25 | Two-sided connection type low yield point steel plate shear wall |
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| CN (1) | CN203821630U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103967166A (en) * | 2014-04-25 | 2014-08-06 | 东南大学 | Low-yield-point steel plate shear wall with two connected edges |
| CN106223515A (en) * | 2016-08-30 | 2016-12-14 | 姚攀峰 | A kind of prefabricated buckling-restrained steel plate strip reinforced concrete shear wall and preparation method thereof |
| CN110331798A (en) * | 2019-07-18 | 2019-10-15 | 西南交通大学 | Low Yield Point Steel regeneration concrete compound shear wall |
-
2014
- 2014-04-25 CN CN201420209798.6U patent/CN203821630U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103967166A (en) * | 2014-04-25 | 2014-08-06 | 东南大学 | Low-yield-point steel plate shear wall with two connected edges |
| CN106223515A (en) * | 2016-08-30 | 2016-12-14 | 姚攀峰 | A kind of prefabricated buckling-restrained steel plate strip reinforced concrete shear wall and preparation method thereof |
| CN110331798A (en) * | 2019-07-18 | 2019-10-15 | 西南交通大学 | Low Yield Point Steel regeneration concrete compound shear wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140910 Termination date: 20210425 |
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| CF01 | Termination of patent right due to non-payment of annual fee |