CN203080799U - Coupling beam combining steel plates and high-strength concrete - Google Patents
Coupling beam combining steel plates and high-strength concrete Download PDFInfo
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- CN203080799U CN203080799U CN 201320044696 CN201320044696U CN203080799U CN 203080799 U CN203080799 U CN 203080799U CN 201320044696 CN201320044696 CN 201320044696 CN 201320044696 U CN201320044696 U CN 201320044696U CN 203080799 U CN203080799 U CN 203080799U
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- coupling beam
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- steel plates
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Abstract
The utility model provides a coupling beam combining steel plates and high-strength concrete. The combined coupling beam comprises outer coated steel plates and high-strength concrete poured among the outer coated steel plates. According to the coupling beam combining steel plates and high-strength concrete, the anti-shear bearing capacity is improved by arranging the steel plates outside the concrete coupling beam to replace shear reinforcement so as to jointly resist shearing force with concrete. Meanwhile, the high-strength concrete is effectively constrained by the outer coated steel plates to improve the brittleness of high-strength concrete and improve the bearing capacity and deforming capacity of the coupling beam, so that the section of the coupling beam is beneficially reduced while a coupled shear wall structural system meets the demand of anti-seismic performance. In addition, the outer coated steel plates are used as templates, so that the coupling beam is more convenient and quick to construct.
Description
Technical field
The utility model belongs to steel and concrete combined structure and combination construction technical field, relates to a kind of shear wall coupling beam, particularly a kind of steel plate high-strength concrete composite coupling beams.
Background technology
Coupling beam is meant the beam that connects wall limb and wall limb in shear wall structure system, and it is important energy dissipation member in highrise building.Under horizontal earthquake action, coupling beam can play the effect of regulating the anti-side rigidity of shear wall and bearing capacity and assurance ductility of sheer wall by the surrender of self, thereby reaches the purpose that consumes the earthquake ability.The intensity of coupling beam, rigidity and deformability have influence significantly to the anti-seismic performance of structure.
The destruction of coupling beam in the highrise building shear wall under horizontal loads can be divided into brittle fracture and ductile fracture.Coupling beam has just been lost bearing capacity when brittle fracture takes place, when all coupling beams of wall overall height all shear failure take place, each wall limb has been lost the effect of contraction of coupling beam to it, will become the independent wall of monolithic.This can make the lateral rigidity of structure reduce greatly, and distortion strengthens, and wall limb moment of flexure strengthens, and finally may cause collapsing of structure.Coupling beam cross fracture can occur under geological process, and at beam-ends formation plastic hinge, the rigidity of structure reduces, distortion strengthens, thereby absorb a large amount of seismic energies, still can continue to transmit moment of flexure and shearing by plastic hinge simultaneously, the wall limb is played certain effect of contraction, make shear wall keep enough rigidity and intensity.In this course, coupling beam has played a kind of effect of power consumption, and to reducing wall limb internal force, delaying the surrender of wall limb has important effect.But under earthquake acted on repeatedly, the crack of coupling beam can constantly be developed, widen, and destroyed up to concrete compression.
Therefore, the design of coupling beam need take certain corrective measure to guarantee that coupling beam has certain rigidity and combines with the wall limb that connects effectively, strengthen the globality of shear wall system, require coupling beam that shear failure does not take place simultaneously, just require the design of wall limb and coupling beam to meet the principle of strong shear capacity and weak bending capacity, and the surrender of coupling beam will also require coupling beam to have good ductility and energy dissipation capacity early than the surrender of wall limb.
The utility model content
The purpose of this utility model is to provide a kind of steel plate high-strength concrete composite coupling beams, this composite coupling beams can be good at overcoming the defective that existing coupling beam occurs, can satisfy the requirement of bearing capacity and deformability, have simple structure, easy construction, the reliable advantage of connection.
For achieving the above object, the utility model has adopted following technical scheme:
This composite coupling beams comprises encased steel plate and builds strong concrete between encased steel plate.
The surface of described encased steel plate opposite side is provided with the plurality of rows peg.
Described encased steel plate is to surround the coupling beam outsourcing template that forms by the encased steel plate unit that is oppositely arranged, and strong concrete is wrapped in the coupling beam outsourcing template.
Described coupling beam outsourcing template is made up of four encased steel plate unit.
The steel ratio of described composite coupling beams is 0.04-0.2.
The beneficial effects of the utility model are:
Steel plate high-strength concrete composite coupling beams described in the utility model is by resisting shearing jointly at alternative shear reinforcement of concrete coupling beam outside configuration steel plate and concrete, improve the supporting capacity and the deformability of coupling beam, and avoid distress in concrete to expose, the working range of structure normal operating condition be can expand, coupling beam functional performance and durability improved.This external application encased steel plate is as template, and it is convenient quick to construct; Steel plate high-strength concrete composite coupling beams described in the utility model is by disposing peg between steel plate, make this novel composite coupling beams can guarantee that steel plate and concrete better are coupled, collaborative work, prevent coupling beam generation brittle fracture, thereby reach the ductility of raising coupling beam and the purpose of energy consumption ability.
Steel plate high-strength concrete composite coupling beams described in the utility model can be applied strong concrete in the building in high level, super highrise building and high earthquake intensity area, particularly the high level and the super highrise building in the above area of seismic fortification intensity 8 degree.
Description of drawings
Fig. 1 is one of steel plate high-strength concrete composite coupling beams structural representation described in the utility model;
Fig. 2 is two of a steel plate high-strength concrete composite coupling beams structural representation described in the utility model;
Among the figure: 1 expression encased steel plate unit, 2 expression strong concretes, 3 expression pegs.
The specific embodiment
The utility model is described in further detail below in conjunction with drawings and Examples.
Referring to Fig. 1-Fig. 2, composite coupling beams described in the utility model comprises encased steel plate and builds strong concrete 2 between encased steel plate; The surface of described encased steel plate opposite side is provided with plurality of rows peg 3, by strengthening interaction between concrete and the steel plate in that peg is set between the steel plate; Described encased steel plate is by the encased steel plate unit 1(steel sheet that is oppositely arranged) surround the coupling beam outsourcing template that forms, strong concrete 2 is wrapped in the coupling beam outsourcing template; Described coupling beam outsourcing template is made up of four encased steel plate unit 1; The steel ratio of described composite coupling beams is 0.04-0.2.
Embodiment
A kind of is encased steel plate-concrete composite coupling beams by the novel steel-concrete composite coupling beams that steel plate is set in both sides, concreting coupling beam in the encased steel plate, and concrete is strengthened being connected by peg with steel plate.Described nail solder is connected on the inboard of double-layer plate, and is vertical with steel plate, and evenly arranges plurality of rows along the steel plate short transverse.Described encased steel plate is surrounded by four block plates of four sides and forms, and forms an outsourcing template, and concrete is wrapped in the outsourcing template.Concrete adopts strong concrete (more than the C6).
This novel composite coupling beams helps bringing into play the ductility of structure by providing flexural strength and shear strength at alternative close longitudinal reinforcement of joining of coupling beam outside configuration steel plate and transverse reinforcement, avoids brittle fracture.Join what of steel rate, determined the failure mode of member to a certain extent, therefore the steel rate of joining in coupling beam cross section can not be too low, can not be too high, and the utility model (JGJ138-2001) is stipulated according to " reinforced concrete composite structure design specifications ": steel ratio α is in the 0.04-0.2 scope.
The steel plate of encased steel plate-concrete composite coupling beams is welded by the steel plate of corresponding specification as required, produce in specialized steel structure company in advance, transport to the job site then, after the welding of assigned address and shear wall was in place, encased steel plate can be as the template of construction stage concreting, thereby saved the making of template, make construction simple and convenient when saving consumptive material in large quantities, can accelerating construction progress, improve efficiency of construction, create how better social benefit and economic benefit.
Claims (5)
1. steel plate high-strength concrete composite coupling beams is characterized in that: this composite coupling beams comprises encased steel plate and builds strong concrete (2) between encased steel plate.
2. according to the described a kind of steel plate high-strength concrete composite coupling beams of claim 1, it is characterized in that: the surface of described encased steel plate opposite side is provided with plurality of rows peg (3).
3. according to the described a kind of steel plate high-strength concrete composite coupling beams of claim 1, it is characterized in that: described encased steel plate is to surround the coupling beam outsourcing template that forms by the encased steel plate unit (1) that is oppositely arranged, and strong concrete (2) is wrapped in the coupling beam outsourcing template.
4. according to the described a kind of steel plate high-strength concrete composite coupling beams of claim 3, it is characterized in that: described coupling beam outsourcing template is made up of four encased steel plate unit (1).
5. according to the described a kind of steel plate high-strength concrete composite coupling beams of claim 1, it is characterized in that: the steel ratio of described composite coupling beams is 0.04-0.2.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320044696 CN203080799U (en) | 2013-01-28 | 2013-01-28 | Coupling beam combining steel plates and high-strength concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320044696 CN203080799U (en) | 2013-01-28 | 2013-01-28 | Coupling beam combining steel plates and high-strength concrete |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203080799U true CN203080799U (en) | 2013-07-24 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320044696 Expired - Fee Related CN203080799U (en) | 2013-01-28 | 2013-01-28 | Coupling beam combining steel plates and high-strength concrete |
Country Status (1)
| Country | Link |
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| CN (1) | CN203080799U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103074959A (en) * | 2013-01-28 | 2013-05-01 | 长安大学 | Steel plate and high-strength concrete combination connecting beam |
| CN104563321A (en) * | 2015-01-16 | 2015-04-29 | 中国矿业大学 | High-energy-dissipating vibration absorbing type steel coupling beam and manufacturing method thereof |
| CN105113713A (en) * | 2015-08-18 | 2015-12-02 | 刁德斌 | Rib reinforcement prefabricated part |
| CN107012986A (en) * | 2017-04-13 | 2017-08-04 | 深圳市建筑设计研究总院有限公司 | Multilayer steel-enclosed concrete members composite coupling beams |
-
2013
- 2013-01-28 CN CN 201320044696 patent/CN203080799U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103074959A (en) * | 2013-01-28 | 2013-05-01 | 长安大学 | Steel plate and high-strength concrete combination connecting beam |
| CN103074959B (en) * | 2013-01-28 | 2016-02-10 | 长安大学 | A kind of steel plate high-strength concrete composite coupling beams |
| CN104563321A (en) * | 2015-01-16 | 2015-04-29 | 中国矿业大学 | High-energy-dissipating vibration absorbing type steel coupling beam and manufacturing method thereof |
| CN104563321B (en) * | 2015-01-16 | 2017-02-01 | 中国矿业大学 | High-energy-dissipating vibration absorbing type steel coupling beam and manufacturing method thereof |
| CN105113713A (en) * | 2015-08-18 | 2015-12-02 | 刁德斌 | Rib reinforcement prefabricated part |
| CN107012986A (en) * | 2017-04-13 | 2017-08-04 | 深圳市建筑设计研究总院有限公司 | Multilayer steel-enclosed concrete members composite coupling beams |
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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: 20130724 Termination date: 20160128 |
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| EXPY | Termination of patent right or utility model |