CN206916997U - Wall is waved in a kind of ductility power consumption - Google Patents
Wall is waved in a kind of ductility power consumption Download PDFInfo
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- CN206916997U CN206916997U CN201720810046.9U CN201720810046U CN206916997U CN 206916997 U CN206916997 U CN 206916997U CN 201720810046 U CN201720810046 U CN 201720810046U CN 206916997 U CN206916997 U CN 206916997U
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- wall
- ductility
- foundation beam
- waved
- wave
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Abstract
It the utility model is related to building protective construction applications, disclose a kind of ductility power consumption waves wall, it includes foundation beam and the frame structure that is installed on foundation beam and waves wall, frame structure includes Vierendeel girder and frame column, frame structure is connected with wall is waved by ductility connector, ductility connector includes pre-buried post inner screw in frame column, waves screw rod within the walls pre-buried within the walls, connecting screw and lengthens attaching nut, and the both ends of connecting screw are respectively by lengthening attaching nut and post inner screw and screw rod is connected within the walls；Wave and rubber blanket is provided between wall and foundation beam, wave and presstressed reinforcing steel is provided with wall wall, presstressed reinforcing steel bottom is anchored in foundation beam through rubber blanket, and rubber blanket both sides are provided with mild steel damper, is waved wall and is connected by mild steel damper with foundation beam.The utility model makes to wave wall can resist horizontal seismic force under small shake and wind-force effect, the mild steel damper surrender power consumption under big shake effect, avoid that frame structure layer yield failure occurs.
Description
Technical field
Building protective construction applications are the utility model is related to, wall is waved in particular to a kind of power consumption of ductility.
Background technology
Framework-wave wall construction is emerging a kind of protection against and mitigation of earthquake disasters structural system at home at present, the anti-side of frame structure
Rigidity is smaller, and deformation pattern is indefinite under differently shock effect, and weak damage layer easily occurs, and damage mechanisms are difficult to control
System.Wave wall component, when external influence is larger, can send out structure with the globality of enhancing structure by connector power transmission
Raw limited rotation so that deformation uniformly or by dissipative cell consumes external force, passes through Self-resetting system after external force terminates
Recover original position.Presence due to waving wall allows frame structure integrally to consume energy, and avoids the excessive hair of a certain ply stress
Generating layer is surrendered, and plays a part of antidetonation.
Although the research in recent years for waving wall is a lot, engineering pilot is less, Tokyo Institute of Technology's C3 teaching buildings
Reinforcing engineering is wherein to compare successful story, and newly-increased waving is provided with articulated elements between wall and basis, realize wave wall with
Being hinged completely for basis, has been obviously improved wall and has waved ability, but the rigidity for waving wall is applied in structural seismic；
And articulated elements and to wave the design such as wall bottom girder steel complex in the engineering, in addition, wall energy dissipation capacity is waved for raising,
The a large amount of dampers for waving the installation of wall both sides cause construction costs costly.
Utility model content
For the above-mentioned problems in the prior art, the utility model proposes a kind of low cost, easy for construction and can
With effective wall construction is waved using wave wall rigidity.
To achieve these goals, the utility model uses following technical scheme：
Wall is waved in a kind of power consumption of ductility, including foundation beam and the frame structure that is installed on foundation beam and waves wall, frame
Frame structure includes Vierendeel girder and frame column, and frame structure is connected with wall is waved by ductility connector, and ductility connector includes connecting
Screw rod is connect, attaching nut, post inner screw pre-buried in frame column is lengthened and waves screw rod within the walls pre-buried within the walls, connecting screw
Both ends are respectively by lengthening attaching nut and post inner screw and screw rod is connected within the walls；Wave and rubber is provided between wall and foundation beam
Pad, waves and presstressed reinforcing steel is provided with wall wall, presstressed reinforcing steel bottom is anchored in foundation beam through rubber blanket, rubber blanket both sides
Mild steel damper is provided with, wall is waved and is connected by mild steel damper with foundation beam.
Further, wave wall bottom and be embedded with wall bottom steel plate, foundation beam upper surface is embedded with beam upper steel plate, mild steel damping
It is bolted at the top of device with wall bottom steel plate, mild steel damper bottom is bolted with beam upper steel plate.
Further, it is arc to wave wall bottom, corresponding, and rubber blanket upper surface is also arc.
Further, connecting screw uses ductile material, such as copper, aluminium.
Further, it is arc at the top of mild steel damper.
The utility model has the advantages that：
(1) frame structure of the present utility model is connected with wall is waved by ductility connector, it is ensured that is made in less earthquake
Horizontal force can be effectively transmitted under, energy-dissipating property can be played under violent earthquake effect, and be easy to after connector destruction
Change, it is convenient to repair the both functional of structure；
(2) of the present utility model wave is provided with rubber blanket between wall and foundation beam, it is possible to achieve buffering is shaken and prevented
Wave the effect with foundation beam collsion damage when wall waves；
(3) of the present utility model wave also sets up mild steel damper between wall and foundation beam, makes to wave wall in small shake and wind
Do not rotated under load action, increase the rigidity and stability of frame structure；Under big shake effect, mild steel damper surrender ginseng
With Structural Energy Dissipation, wave wall and wave, uniform stratified deformation, make structural damage consistent, avoid that layer surrender occurs.
Brief description of the drawings
Fig. 1 is the utility model structure diagram；
Fig. 2 is ductility connecting-piece structure exploded view；
Fig. 3 is partial enlarged drawing at A in Fig. 1；
Wherein, above-mentioned accompanying drawing marks including the following drawings：1st, foundation beam；101st, beam upper steel plate；2nd, frame structure；201st, frame
Set a roof beam in place；202nd, frame column；3rd, wall is waved；301st, wall bottom steel plate；4th, ductility connector；401st, post inner screw；402nd, screw rod within the walls；
403rd, connecting screw；404th, attaching nut is lengthened；5th, rubber blanket；6th, presstressed reinforcing steel；7th, mild steel damper.
Embodiment
The utility model is described in further detail below in conjunction with the accompanying drawings.
As shown in figure 1, wall is waved in a kind of ductility power consumption described in the utility model, including foundation beam 1 and it is installed on base
Frame structure 2 on plinth beam and wave wall 3, frame structure includes Vierendeel girder 201 and frame column 202, frame column with wave wall and lead to
Cross ductility connector 4 to connect, wave and rubber blanket 5 is provided between wall and foundation beam, wave in wall wall and be provided with presstressed reinforcing steel
6, presstressed reinforcing steel bottom is anchored in foundation beam through rubber blanket, and rubber blanket both sides are provided with mild steel damper 7, is waved wall and is passed through
Mild steel damper is connected with foundation beam.
As shown in Fig. 2 ductility connector includes post pre-buried in connecting screw 403, lengthening attaching nut 404, frame column
Inner screw 401 and wave screw rod 402 within the walls pre-buried within the walls, the both ends of connecting screw respectively by lengthen attaching nut with post
Screw rod connects with screw rod within the walls.
As shown in figure 3, waving wall bottom is embedded with wall bottom steel plate 301, foundation beam upper surface is embedded with beam upper steel plate 101,
It is bolted at the top of mild steel damper with wall bottom steel plate, mild steel damper bottom is bolted with beam upper steel plate.
Encounter corner in order to avoid waving when wall is swung, cause to damage, wave wall bottom and be arranged to arc, it is corresponding,
Rubber blanket upper surface is also arc, is also arc at the top of mild steel damper.
In order to further improve the energy dissipation capacity of structure, connecting screw uses ductile material, such as copper, aluminium.
Preferred embodiment of the present utility model is the foregoing is only, is not limited to the utility model, for this
For the technical staff in field, the utility model can have various modifications and variations.It is all in the spirit and principles of the utility model
Within, any modification, equivalent substitution and improvements made etc., it should be included within the scope of protection of the utility model.
Claims (5)
1. wall is waved in a kind of power consumption of ductility, including foundation beam (1) and the frame structure (2) that is installed on foundation beam (1) and shake
Wall (3) is put, frame structure (2) includes Vierendeel girder (201) and frame column (202), it is characterised in that frame structure (2) and wave
Wall (3) by ductility connector (4) connect, ductility connector (4) include connecting screw (403), lengthen attaching nut (404),
Pre-buried post inner screw (401) and screw rod within the walls (402) pre-buried in wall (3), connecting screw are waved in frame column (202)
(403) by lengthening attaching nut (404), screw rod (402) is connected with post inner screw (401) and within the walls respectively at both ends；Wave wall
(3) rubber blanket (5) is provided between foundation beam (1), waves in wall (3) wall and is provided with presstressed reinforcing steel (6), presstressed reinforcing steel
(6) bottom is anchored in foundation beam (1) through rubber blanket (5), and rubber blanket (5) both sides are provided with mild steel damper (7), wave wall
(3) it is connected by mild steel damper (7) with foundation beam (1).
2. wall is waved in ductility power consumption according to claim 1, it is characterised in that waves wall (3) bottom and is embedded with wall bottom
Steel plate (301), foundation beam (1) upper surface are embedded with beam upper steel plate (101), mild steel damper (7) top and wall bottom steel plate (301)
It is bolted, mild steel damper (7) bottom is bolted with beam upper steel plate (101).
3. wall is waved in ductility power consumption according to claim 1, it is characterised in that it is arc to wave wall (3) bottom, relatively
Answer, rubber blanket (5) upper surface is also arc.
4. wall is waved in ductility power consumption according to claim 1, it is characterised in that connecting screw (403) uses ductility material
Material.
5. wall is waved in ductility power consumption according to claim 3, it is characterised in that is arc at the top of mild steel damper (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720810046.9U CN206916997U (en) | 2017-07-06 | 2017-07-06 | Wall is waved in a kind of ductility power consumption |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720810046.9U CN206916997U (en) | 2017-07-06 | 2017-07-06 | Wall is waved in a kind of ductility power consumption |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206916997U true CN206916997U (en) | 2018-01-23 |
Family
ID=61335591
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720810046.9U Expired - Fee Related CN206916997U (en) | 2017-07-06 | 2017-07-06 | Wall is waved in a kind of ductility power consumption |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206916997U (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108589913A (en) * | 2018-05-08 | 2018-09-28 | 同济大学 | A kind of earthquake exempts from damage and is layered prefabricated assembled self-resetting swinging steel frame structural system |
| CN108951910A (en) * | 2018-08-08 | 2018-12-07 | 山东大学 | It is a kind of to wave the connecting structure of wall with T-type energy consumption part and wave wall |
| CN109610669A (en) * | 2018-12-28 | 2019-04-12 | 北京工业大学 | A kind of Self-resetting seismic isolation structure system preventing Seismic Isolation of Isolation Layer tension |
| CN109853779A (en) * | 2019-01-24 | 2019-06-07 | 重庆大学 | It is a kind of containing swing column and the full swinging structure system and its construction method of waving wall |
| CN110080426A (en) * | 2019-04-16 | 2019-08-02 | 浙江科技学院 | Band easily resets the Self-resetting Coupled Shear Wall structure and construction method of replaceable coupling beam |
| CN110241946A (en) * | 2019-06-20 | 2019-09-17 | 沈阳建筑大学 | A kind of horizontal connection structure and its construction method of assembled energy consumption frame-shear wall |
| WO2020192124A1 (en) * | 2019-03-22 | 2020-10-01 | 青岛理工大学 | Fully fabricated frame structure system |
| CN113107250A (en) * | 2021-03-26 | 2021-07-13 | 北京工业大学 | Energy-consuming and vibration-damping high-rise building structure system with multiple multidirectional swinging cylinders |
| CN114703990A (en) * | 2022-03-15 | 2022-07-05 | 河北建筑工程学院 | Frame-swinging wall structure capable of consuming energy in stages |
| CN115522654A (en) * | 2022-10-28 | 2022-12-27 | 山东华科规划建筑设计有限公司 | Composite energy dissipation connecting structure for swinging wall bottom |
-
2017
- 2017-07-06 CN CN201720810046.9U patent/CN206916997U/en not_active Expired - Fee Related
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108589913B (en) * | 2018-05-08 | 2019-10-01 | 同济大学 | A kind of earthquake exempts from damage and is layered prefabricated assembled self-resetting swinging steel frame structural system |
| CN108589913A (en) * | 2018-05-08 | 2018-09-28 | 同济大学 | A kind of earthquake exempts from damage and is layered prefabricated assembled self-resetting swinging steel frame structural system |
| CN108951910A (en) * | 2018-08-08 | 2018-12-07 | 山东大学 | It is a kind of to wave the connecting structure of wall with T-type energy consumption part and wave wall |
| CN108951910B (en) * | 2018-08-08 | 2024-03-05 | 山东大学 | Connection structure and swing wall with T type energy dissipation piece swing wall |
| CN109610669A (en) * | 2018-12-28 | 2019-04-12 | 北京工业大学 | A kind of Self-resetting seismic isolation structure system preventing Seismic Isolation of Isolation Layer tension |
| CN109853779A (en) * | 2019-01-24 | 2019-06-07 | 重庆大学 | It is a kind of containing swing column and the full swinging structure system and its construction method of waving wall |
| CN109853779B (en) * | 2019-01-24 | 2023-08-22 | 重庆大学 | Full-swing structure system containing swing column and swing wall and construction method thereof |
| WO2020192124A1 (en) * | 2019-03-22 | 2020-10-01 | 青岛理工大学 | Fully fabricated frame structure system |
| CN110080426A (en) * | 2019-04-16 | 2019-08-02 | 浙江科技学院 | Band easily resets the Self-resetting Coupled Shear Wall structure and construction method of replaceable coupling beam |
| CN110241946A (en) * | 2019-06-20 | 2019-09-17 | 沈阳建筑大学 | A kind of horizontal connection structure and its construction method of assembled energy consumption frame-shear wall |
| CN113107250A (en) * | 2021-03-26 | 2021-07-13 | 北京工业大学 | Energy-consuming and vibration-damping high-rise building structure system with multiple multidirectional swinging cylinders |
| CN114703990A (en) * | 2022-03-15 | 2022-07-05 | 河北建筑工程学院 | Frame-swinging wall structure capable of consuming energy in stages |
| CN115522654A (en) * | 2022-10-28 | 2022-12-27 | 山东华科规划建筑设计有限公司 | Composite energy dissipation connecting structure for swinging wall bottom |
| CN115522654B (en) * | 2022-10-28 | 2024-05-17 | 山东华科规划建筑设计有限公司 | Composite energy dissipation connecting structure for bottom of swinging wall |
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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: 20180123 Termination date: 20180706 |