CN103953134A - Shear wall with energy-consuming strips embedded between border and built-in steel plates and steel braces, and making method - Google Patents
Shear wall with energy-consuming strips embedded between border and built-in steel plates and steel braces, and making method Download PDFInfo
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- CN103953134A CN103953134A CN201410108710.6A CN201410108710A CN103953134A CN 103953134 A CN103953134 A CN 103953134A CN 201410108710 A CN201410108710 A CN 201410108710A CN 103953134 A CN103953134 A CN 103953134A
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Abstract
The invention relates to a shear wall with energy-consuming strips embedded between a border and built-in steel plates and steel braces, and a making method. A wall body comprises steel tube concrete border columns, precast concrete plates, high-damping energy-consuming materials, connectors, intermediate steel plates, and reinforcing steel braces. Gaps are reserved between the precast concrete plates and the border columns, and between the precast concrete plates and the intermediate steel plates and are filled with the high-damping energy-consuming materials. The formed energy-consuming strip border firstly consumes energy to protect the concrete plates, ensures the integrity of the shear wall, prolongs the breakage time of the concrete plates, and improves the anti-seismic property under the action of earthquake; the reinforcing steel braces bear skew force, and improves the buckling resistant capacity; the precast concrete plates can be quickly replaced after earthquake, so that the repair rate of post-earthquake is improved, and houses can quickly restore the use functions; a plurality of steel plates are used in a large-span space, so that the partitioning energy consumption is realized, and the materials are utilized more fully; the shear wall has good social benefits and broad application prospects.
Description
Technical field
The present invention relates to embedding power consumption band shear wall and the practice between the support of a kind of frame and built-in plurality of steel plates, steel, belong to a kind of novel practical, energy consumption ability good and be applicable to the technical applications of high-level structure.
Background technology
At present, because urban land growing tension and social demand become more diverse, height and the span of building constantly increase, and build becomes increasingly complex, and seismic analysis of structures and design difficulty constantly increase.China is many built and be positioned at strong earthquake area at the highrise building of building, and faces serious earthquake disaster and threatens.Existing reinforced concrete shear wall ductility under geological process is poor, and brittle fracture easily occurs, and this is very unfavorable to integrally-built anti-seismic performance.
Shear wall is the core lateral resisting parts in high building structure, the good shear wall of development anti-seismic performance is one of key technology of Seismic Design of Building, and shear wall also requires larger elasticity initial stiffness, large deformation ability and the good feature such as plastic property, stable hysteretic characteristic.The appearance of external wrapping concrete compound shear wall has not only well met above-mentioned requirements, and can effectively overcome reinforced concrete shear wall from the shortcoming such as great, bight concrete is easy to crack, frangible.The combination construction being combined by steel work and concrete structure, owing to having brought into play bi-material advantage separately, has become one of primary structure form of high-rise and super highrise building at present.Along with highrise building is more and more, the anti-seismic performance research of novel shear wall is more and more with application, and steel plate shear force wall is exactly wherein a kind of.Research to steel plate shear force wall shows: steel plate shear force wall has good ductility and good energy dissipation ability; Add Seismic Bearing Capacity and ductility that steel pipe concrete frame can obviously improve shear wall.The shear wall of the built-in plurality of steel plates of steel pipe concrete frame, steel support is a kind of novel steel plate combined shear wall, its feature is the advantage such as strong concrete filled steel tube anti-pressure ability, ductility is good and steel plate combined shear wall lateral deformation stiffness is large etc. that advantage has been carried out reasonable combination, building span is increasing now, post is apart from also increase thereupon, the shear wall anti-seismic performance of the built-in plurality of steel plates of steel pipe concrete frame, steel support is good, bearing capacity is large, can be good at meeting the requirement of modern architecture.
But above-mentioned research is less to the research of steel plate outsourcing precast concrete plank, concrete slab is easily squeezed to destroy and comes off, and concrete can not be given full play to its effect, and is unfavorable for repairing fast after shake.Therefore study the method for attachment of concrete slab and concrete-filled steel tubular frame, post divides band power consumption mode apart from larger body of wall, to giving full play to the effect of all parts, the reparation speed improving after shake has great significance, and has important social value and economic benefit.
Summary of the invention
The object of the present invention is to provide a kind of have simple structure, construction rapidly, anti-seismic performance is good, consume energy band shear wall and the practice of embedding between the frame of the advantage such as ductility and precast concrete plank compressive property that can make full use of steel plate and built-in plurality of steel plates, steel support.Phase solves concrete slab in the built-in plurality of steel plates shear wall of steel pipe concrete frame and easily crushes the problem that comes off and cause steel plate fully not consume energy.
For achieving the above object, the technical solution used in the present invention is embedding power consumption band shear wall between frame and built-in plurality of steel plates, steel support, and this body of wall comprises steel pipe concrete frame post, precast concrete plank, high damping power consumption material, connector, middle steel plate, reinforcing bar diagonal brace; Steel pipe concrete frame post is common steel tube concrete column or steel tube regeneration concrete column; Body of wall is welded by middle steel plate and steel pipe concrete frame post, respectively between the steel plate with steel support, has vertical straight joint, a reinforcing bar diagonal brace of the each welding in middle steel plate two sides, reinforcing bar diagonal brace arranged crosswise; Steel plate both sides outsourcing precast concrete plank, the reserved groove of arranging reinforcing bar diagonal brace of a side on precast concrete plank; Precast concrete plank is connected with connector with middle steel plate; Headspace between precast concrete plank and steel pipe concrete frame post, fills with high damping power consumption material, forms embedding power consumption band shear wall between frame and built-in plurality of steel plates-steel support.
In described steel pipe concrete frame post, concrete is ordinary concrete or regeneration concrete.
The connected mode of described middle steel plate and steel pipe concrete frame post, middle steel plate and side reinforcing bar diagonal brace is both sides fillet weld seam.
Between described precast concrete plank and steel pipe concrete frame post, all interspace in advance between precast concrete plank, middle steel plate, its horizontal width is 30mm to 60mm.
Described precast concrete plank is reserved and the corresponding groove of reinforcing bar diagonal brace, ensures that reinforcing bar diagonal brace can embed in precast concrete plank.
Fill with high damping power consumption material in space reserved between described precast concrete plank and steel pipe concrete frame post 1.
Compared with prior art, the present invention can obtain following beneficial effect.
High damping power consumption material is used for connecting concrete slab and frame columns, directly contact with frame columns, with precast concrete plank and the direct contact gear ratio of frame columns, the energy dissipating band frame that high damping power consumption material forms can be under geological process pressurized first, earthquake energy; Inner layer steel plate and frame columns form an entirety, prevent that precast concrete plank from destroying in earthquake initial compression, and the application of reinforcing bar diagonal brace ensures that flexing can not occur middle steel plate very soon, improves the bearing capacity of body of wall simultaneously, improves the energy dissipation ability of shear wall; The application of precast concrete plank, has saved the construction period, is conducive to the quick reparation after shake, has great social benefit.
Brief description of the drawings
Fig. 1 is embedding power consumption band shear wall schematic diagram between frame and built-in plurality of steel plates, steel support.
Fig. 2 is A-A sectional drawing.
In figure: 1, steel pipe concrete frame post, 2, precast concrete plank, 3, high damping power consumption material, 4, connector, 5, middle steel plate, 6 reinforcing bar diagonal braces.
Detailed description of the invention
Be described further for the present invention below in conjunction with the drawings and specific embodiments.
As shown in Figure 1-2, embedding power consumption band shear wall between frame and built-in plurality of steel plates, steel support, this body of wall comprises steel pipe concrete frame post 1, precast concrete plank 2, high damping power consumption material 3, connector 4, middle steel plate 5, reinforcing bar diagonal brace 6; Steel core concrete column 1 is common steel tube concrete column or steel tube regeneration concrete column; Body of wall is welded, is left vertical straight joint, middle steel plate 5 both sides outsourcing precast concrete planks 2 between steel plate with diagonal brace by middle steel plate 5, reinforcing bar diagonal brace 6 and steel pipe concrete frame post 1; Precast concrete plank 2 is connected with middle steel plate 5 use connectors 4; Headspace between precast concrete plank 2 and steel pipe concrete frame 1, fills with high damping power consumption material 3, forms power consumption band frame, forms embedding power consumption band shear wall between frame and built-in plurality of steel plates-steel support.
Described middle steel plate 5, reinforcing bar diagonal brace 6 and steel pipe concrete frame post 1 connected mode are both sides fillet weld seam.
Between described precast concrete plank 2 and steel pipe concrete frame post 1, between precast concrete plank 2, middle steel plate 5, reserved its horizontal width of space is 30 to 60mm.
Fill with high damping power consumption material 3 in space reserved between described precast concrete plank 2 and steel pipe concrete frame post 1, between precast concrete plank 2, middle steel plate 5.
Described high damping power consumption material 3 comprises rubber, resin, plastic material, and the close curtain of outsourcing gauze wire cloth, between being bonded at and interspacing in advance with seccotine.
Described middle steel plate 5 is connected with precast concrete plank 2 use peg connectors 4.
The distance of described each connector 4 should be less than 600mm, is greater than 400mm; And should be greater than 100mm apart from cross wise reinforcement diagonal brace 6 and concrete slab edge, be less than 300mm.
Described connector 4 has two kinds of methods to realize, welding fabrication on steel plate in advance, and in relevant position, punching connects precast concrete plank; Or, assembling when precast concrete plank and steel plate get through hole, be then connected with connector.
Embedding power consumption band shear wall and the practice between described frame and built-in plurality of steel plates-steel support, production order is as follows,
S1 makes steel pipe concrete frame 1, prepares precast concrete plank simultaneously.
S2 middle steel plate, reinforcing bar diagonal brace and steel pipe concrete frame welding forming, keep vertical straight joint between the steel plate with diagonal brace.
S3 precast concrete plank and middle steel plate connect with connector, the space simultaneously between reserved concrete slab and steel pipe concrete frame, between precast concrete plank, middle steel plate.
S4 fills space with high damping power consumption material, ensures good contact and the planeness of material and body of wall.
Be more than an exemplary embodiments of the present invention, enforcement of the present invention is not limited to this.
Claims (9)
1. embedding power consumption band shear wall between the support of frame and built-in plurality of steel plates-steel, is characterized in that: this body of wall comprises steel pipe concrete frame post (1), precast concrete plank (2), high damping power consumption material (3), connector (4), middle steel plate (5), reinforcing bar diagonal brace (6); Steel core concrete column (1) is common steel tube concrete column or steel tube regeneration concrete column; Body of wall is welded, is left vertical straight joint, middle steel plate (5) both sides outsourcing precast concrete plank (2) between steel plate with diagonal brace by middle steel plate (5), reinforcing bar diagonal brace (6) and steel pipe concrete frame post (1); Precast concrete plank (2) is connected with connector (4) with middle steel plate (5); Headspace between precast concrete plank (2) and steel pipe concrete frame (1), fills with the high damping material (3) that consumes energy, and forms power consumption band frame, forms between frame and built-in plurality of steel plates-steel support the embedding band shear wall that consumes energy.
2. according to embedding power consumption band shear wall between frame claimed in claim 1 and the support of built-in plurality of steel plates-steel, its production order is characterised in that:
S1 makes steel pipe concrete frame (1), prepares precast concrete plank simultaneously;
S2 middle steel plate, reinforcing bar diagonal brace and steel pipe concrete frame welding forming, keep vertical straight joint between the steel plate with diagonal brace;
S3 precast concrete plank and middle steel plate connect with connector, the space simultaneously between reserved concrete slab and steel pipe concrete frame, between precast concrete plank, middle steel plate;
S4 fills space with high damping power consumption material, ensures good contact and the planeness of material and body of wall.
3. between the support of frame according to claim 1 and built-in plurality of steel plates-steel, embedding power consumption band shear wall, is characterized in that: described middle steel plate (5), reinforcing bar diagonal brace (6) and steel pipe concrete frame post (1) connected mode are both sides fillet weld seam.
4. embedding power consumption band shear wall between the support of frame according to claim 1 and built-in plurality of steel plates-steel, is characterized in that: between described precast concrete plank (2) and steel pipe concrete frame post (1), between precast concrete plank (2), middle steel plate (5), reserved its horizontal width of space is 30mm to 60mm.
5. embedding power consumption band shear wall between the support of frame according to claim 1 and built-in plurality of steel plates-steel, is characterized in that: reserved space high damping material (3) filling of consuming energy between described precast concrete plank (2) and steel pipe concrete frame post (1), between precast concrete plank (2), middle steel plate (5).
6. embedding power consumption band shear wall between the support of frame according to claim 1 and built-in plurality of steel plates-steel, it is characterized in that: described high damping power consumption material (3) comprises rubber, resin, plastic material, the close curtain of outsourcing gauze wire cloth, between being bonded at and being interspaced in advance with seccotine.
7. between the support of frame according to claim 1 and built-in plurality of steel plates-steel, embedding power consumption band shear wall, is characterized in that: described middle steel plate (5) is connected with precast concrete plank (2) peg connector (4).
8. between the support of frame according to claim 1 and built-in plurality of steel plates-steel, embedding power consumption band shear wall, is characterized in that: the distance of described each connector (4) should be less than 600mm, is greater than 400mm; And should be greater than 100mm apart from cross wise reinforcement diagonal brace (6) and concrete slab edge, be less than 300mm.
9. between the support of frame according to claim 1 and built-in plurality of steel plates-steel, embedding power consumption band shear wall, is characterized in that: described connector (4) has two kinds of methods to realize, welding fabrication on steel plate in advance, and in relevant position, punching connects precast concrete plank; Or, assembling when precast concrete plank and steel plate get through hole, be then connected with connector.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410108710.6A CN103953134B (en) | 2014-03-21 | 2014-03-21 | Shear wall with energy-consuming strips embedded between border and built-in steel plates and steel braces, and making method |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201410108710.6A CN103953134B (en) | 2014-03-21 | 2014-03-21 | Shear wall with energy-consuming strips embedded between border and built-in steel plates and steel braces, and making method |
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| Publication Number | Publication Date |
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| CN103953134A true CN103953134A (en) | 2014-07-30 |
| CN103953134B CN103953134B (en) | 2017-01-11 |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105888054A (en) * | 2016-06-08 | 2016-08-24 | 王作斌 | Steel-concrete structure system building |
| CN109296110A (en) * | 2018-10-29 | 2019-02-01 | 南通龙哲混凝土制品有限公司 | A kind of precast shear wall and its construction technology |
| CN109610685A (en) * | 2018-12-07 | 2019-04-12 | 青岛理工大学 | Outsourcing pressure-bearing not tension concrete embed damping interlayer double steel plate compound shear wall |
| CN111042381A (en) * | 2020-01-06 | 2020-04-21 | 河南城建学院 | Skeleton box type rigid shear wall |
| CN113738015A (en) * | 2021-09-30 | 2021-12-03 | 黎明职业大学 | Assembled friction energy-dissipation wall component and manufacturing method thereof |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101435235A (en) * | 2008-12-19 | 2009-05-20 | 北京工业大学 | Steel tube concrete - steel support - steel plate external wrapping concrete shear force wall and manufacturing method thereof |
| CN101476360A (en) * | 2009-01-20 | 2009-07-08 | 北京交通大学 | Novel energy-consumption shock-absorbing filling wall board used for frame structure |
| CN201679114U (en) * | 2010-05-14 | 2010-12-22 | 北京工业大学 | Horizontal seam dissipating energy prestress shear wall structure |
| CN202416626U (en) * | 2011-12-30 | 2012-09-05 | 南京工业大学 | Flexible energy-consumption frame filling wall |
| KR101305882B1 (en) * | 2012-12-06 | 2013-09-09 | 군산대학교산학협력단 | Coupled shear wall of building |
-
2014
- 2014-03-21 CN CN201410108710.6A patent/CN103953134B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101435235A (en) * | 2008-12-19 | 2009-05-20 | 北京工业大学 | Steel tube concrete - steel support - steel plate external wrapping concrete shear force wall and manufacturing method thereof |
| CN101476360A (en) * | 2009-01-20 | 2009-07-08 | 北京交通大学 | Novel energy-consumption shock-absorbing filling wall board used for frame structure |
| CN201679114U (en) * | 2010-05-14 | 2010-12-22 | 北京工业大学 | Horizontal seam dissipating energy prestress shear wall structure |
| CN202416626U (en) * | 2011-12-30 | 2012-09-05 | 南京工业大学 | Flexible energy-consumption frame filling wall |
| KR101305882B1 (en) * | 2012-12-06 | 2013-09-09 | 군산대학교산학협력단 | Coupled shear wall of building |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105888054A (en) * | 2016-06-08 | 2016-08-24 | 王作斌 | Steel-concrete structure system building |
| CN105888054B (en) * | 2016-06-08 | 2018-12-18 | 王作斌 | Steel-concrete structure building |
| CN109296110A (en) * | 2018-10-29 | 2019-02-01 | 南通龙哲混凝土制品有限公司 | A kind of precast shear wall and its construction technology |
| CN109610685A (en) * | 2018-12-07 | 2019-04-12 | 青岛理工大学 | Outsourcing pressure-bearing not tension concrete embed damping interlayer double steel plate compound shear wall |
| CN111042381A (en) * | 2020-01-06 | 2020-04-21 | 河南城建学院 | Skeleton box type rigid shear wall |
| CN113738015A (en) * | 2021-09-30 | 2021-12-03 | 黎明职业大学 | Assembled friction energy-dissipation wall component and manufacturing method thereof |
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| CN103953134B (en) | 2017-01-11 |
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Granted publication date: 20170111 Termination date: 20210321 |