CN203701336U - Assembly type steel-frame-constrained reinforced concrete shear wall structure - Google Patents

Assembly type steel-frame-constrained reinforced concrete shear wall structure Download PDF

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Publication number
CN203701336U
CN203701336U CN201420013255.7U CN201420013255U CN203701336U CN 203701336 U CN203701336 U CN 203701336U CN 201420013255 U CN201420013255 U CN 201420013255U CN 203701336 U CN203701336 U CN 203701336U
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China
Prior art keywords
steel
reinforced concrete
frame
concrete shear
plate
Prior art date
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CN201420013255.7U
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Chinese (zh)
Inventor
龚超
侯兆新
李晓媛
南东亚
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中冶建筑研究总院有限公司
中国京冶工程技术有限公司
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Priority to CN201420013255.7U priority Critical patent/CN203701336U/en
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Publication of CN203701336U publication Critical patent/CN203701336U/en

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Abstract

The utility model discloses an assembly type steel-frame-constrained reinforced concrete shear wall structure. The assembly type steel-frame-constrained reinforced concrete shear wall structure comprises two steel frame columns, two steel frame beams and a prefabricated reinforced concrete shear wall plate, wherein the two steel frame beams are fixedly connected with the two steel frame columns to form an opening-closed frame, the prefabricated reinforced concrete shear wall plate is placed in the opening-closed frame, and the prefabricated reinforced concrete shear wall plate is connected with the steel frame beams and the steel frame columns through connecting section embedded parts on the periphery of the prefabricated reinforced concrete shear wall plate. The assembly type steel-frame-constrained reinforced concrete shear wall structure integrates the advantages of a steel structure and the advantages of an assembly type concrete structure, and has the advantages of being completely prefabricated in a factory and completely connected in an assembled type, being standard in design, high in construction speed, capable of conveniently working on site, high in quality stability, capable of saving materials, and the like.

Description

Assembling steel framework constraint reinforced concrete shear wall structure
Technical field
The utility model relates to construction engineering technical field, relates in particular to a kind of assembling steel framework constraint reinforced concrete shear wall structure.
Background technology
In building structure, along with the increase of depth of building, structure lateral displacement increases rapidly, often in structure design, plays control action.In concrete structure, reinforced concrete shear wall is because lateral rigidity is widely applied greatly in high-level structure.Traditional reinforced concrete shear wall has the advantage that lateral rigidity is large, cost is low, but also have that field conduct actuating quantity is large, the inferior position such as long construction period, construction quality influence factor are many, be difficult to adapt to the growth requirement of industrialization of construction industry.Steel plate shear force wall and steel plate combined shear wall have solved the shortcoming of traditional reinforced concrete shear wall, but cost is higher, are difficult to large-scale promotion application in civilian construction.
Utility model content
For the problems referred to above, the purpose of this utility model is to provide a kind of assembling steel framework constraint reinforced concrete shear wall structure.
For achieving the above object, a kind of assembling steel framework constraint reinforced concrete shear wall structure described in the utility model, comprise two Steel Frame Column, two steel-frame beams and a precast reinforced concrete shear wall plate, wherein, steel-frame beam described in two is fixedly connected with to form with the Steel Frame Column described in two framework of remaining silent, in this remains silent framework, place precast reinforced concrete shear wall plate, described precast reinforced concrete shear wall plate is fixedly connected with steel-frame beam, Steel Frame Column respectively by the linkage section embedded part of its surrounding.
Preferably, described precast reinforced concrete shear wall plate comprises layer of concrete, in layer of concrete, evenly place spaced horizontal distribution reinforcing bar and vertical distribution reinforcement, wherein, described horizontal distribution reinforcing bar and vertical distribution reinforcement all with described linkage section slugging, and the link of described linkage section embedded part exposes outside layer of concrete; The intersection of described horizontal distribution reinforcing bar and vertical distribution reinforcement arranges tension rib.
Preferably, described linkage section embedded part is steel plate, T-steel, angle steel, channel-section steel, branch sleeve or slurry anchor sleeve.
Preferably, described steel-frame beam is Honeycomb Beam, H section steel beam or i beam.
Preferably, described Steel Frame Column is concrete-filled steel square tubular column or concrete-filled circular steel tube column.
The beneficial effects of the utility model are:
Assembling steel framework constraint reinforced concrete shear wall structure described in the utility model combines the advantage of steel work and prefabricated concrete structure, has the advantages such as full prefabrication, full assembly connection, standardized designs, speed of application is fast, field operation is convenient, quality stability is good, material province.
Brief description of the drawings
Fig. 1 is the schematic diagram of assembling steel framework constraint reinforced concrete shear wall structure described in the utility model embodiment;
Fig. 2 is the skeleton schematic diagram of precast reinforced concrete shear wall plate in Fig. 1;
Fig. 3 is the side sectional view of Fig. 1;
Fig. 4 is bowing to sectional view of Fig. 1.
Detailed description of the invention
Below in conjunction with Figure of description, the utility model is further described.
As shown in Figure 1, Figure 3 and Figure 4, a kind of assembling steel framework constraint reinforced concrete shear wall structure described in the utility model embodiment, comprise two Steel Frame Column 2, two steel-frame beams 1 and precast reinforced concrete shear wall plates 3, wherein, steel-frame beam described in two is fixedly connected with to form with the Steel Frame Column described in two framework of remaining silent, in this remains silent framework, place precast reinforced concrete shear wall plate, described precast reinforced concrete shear wall plate is fixedly connected with steel-frame beam, Steel Frame Column respectively by the linkage section embedded part 4 of its surrounding.When construction, first lower floor's steel-frame beam is fixedly connected with by high-strength bolt with two Steel Frame Column, then the bottom flange of upper strata steel-frame beam is fixedly connected with by high-strength bolt with the linkage section embedded part of precast concrete shear wall plate upper side edge, then integral hoisting is in place, upper strata steel-frame beam is fixedly connected with two Steel Frame Column with high-strength bolt, last again by precast concrete shear wall plate respectively the linkage section embedded part by lower side, left and right side be fixedly connected with lower floor steel-frame beam, two Steel Frame Column.Wherein, described steel-frame beam is Honeycomb Beam, H section steel beam or i beam.Described Steel Frame Column is concrete-filled steel square tubular column or concrete-filled circular steel tube column.
As shown in Figure 2, described precast reinforced concrete shear wall plate comprises layer of concrete, in layer of concrete, evenly place spaced horizontal distribution reinforcing bar 5 and vertical distribution reinforcement 6, wherein, described horizontal distribution reinforcing bar and vertical distribution reinforcement all weld with described linkage section embedded part 4, and the link of described linkage section embedded part exposes outside layer of concrete; The intersection of described horizontal distribution reinforcing bar and vertical distribution reinforcement arranges tension rib 7.Wherein, described linkage section embedded part is steel plate, T-steel, angle steel, channel-section steel, branch sleeve or slurry anchor sleeve.
Assembling steel framework constraint reinforced concrete shear wall structure described above combines the advantage of steel work and prefabricated concrete structure, has the advantages such as full prefabrication, full assembly connection, standardized designs, speed of application is fast, field operation is convenient, quality stability is good, material saving.
Above; it is only preferred embodiment of the present utility model; but protection domain of the present utility model is not limited to this; any be familiar with those skilled in the art the utility model disclose technical scope in; the variation that can expect easily or replacement, within all should being encompassed in protection domain of the present utility model.Therefore, protection domain of the present utility model should be as the criterion with the protection domain that claim was defined.

Claims (5)

1. an assembling steel framework constraint reinforced concrete shear wall structure, it is characterized in that, comprise two Steel Frame Column, two steel-frame beams and a precast reinforced concrete shear wall plate, wherein, steel-frame beam described in two is fixedly connected with to form with the Steel Frame Column described in two framework of remaining silent, in this remains silent framework, place precast reinforced concrete shear wall plate, described precast reinforced concrete shear wall plate is fixedly connected with steel-frame beam, Steel Frame Column respectively by the linkage section embedded part of its surrounding.
2. assembling steel framework constraint reinforced concrete shear wall structure according to claim 1, it is characterized in that, described precast reinforced concrete shear wall plate comprises layer of concrete, in layer of concrete, evenly place spaced horizontal distribution reinforcing bar and vertical distribution reinforcement, wherein, described horizontal distribution reinforcing bar and vertical distribution reinforcement all with described linkage section slugging, and the link of described linkage section embedded part exposes outside layer of concrete; The intersection of described horizontal distribution reinforcing bar and vertical distribution reinforcement arranges tension rib.
3. assembling steel framework constraint reinforced concrete shear wall structure according to claim 1, is characterized in that, described linkage section embedded part is steel plate, T-steel, angle steel, channel-section steel, branch sleeve or slurry anchor sleeve.
4. assembling steel framework constraint reinforced concrete shear wall structure according to claim 1, is characterized in that, described steel-frame beam is Honeycomb Beam, H section steel beam or i beam.
5. assembling steel framework constraint reinforced concrete shear wall structure according to claim 1, is characterized in that, described Steel Frame Column is concrete-filled steel square tubular column or concrete-filled circular steel tube column.
CN201420013255.7U 2014-01-09 2014-01-09 Assembly type steel-frame-constrained reinforced concrete shear wall structure CN203701336U (en)

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Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104674983A (en) * 2015-02-13 2015-06-03 湖南软件职业学院 Small-column space steel structure self-thermal insulation wall and manufacturing method thereof
CN105649238A (en) * 2016-03-12 2016-06-08 上海大学 Assembly type prefabricated-steel-plate shear wall
CN105804283A (en) * 2016-05-18 2016-07-27 福建工程学院 Full assembly type steel pipe concrete side frame combined shear wall structure
CN105863107A (en) * 2016-04-05 2016-08-17 天津城建大学 Sandwich-pipe low-yield-point steel plate shear wall and manufacturing method
CN105937278A (en) * 2016-06-06 2016-09-14 河北建筑工程学院 Prefabricated concrete frame infill wall system and construction method thereof
CN106193292A (en) * 2016-07-16 2016-12-07 江南大学 A kind of steel frame assembled integral reinforced concrete shear wall structure system
CN108824818A (en) * 2018-07-09 2018-11-16 西南科技大学 The method of construction of assembly concrete-filled steel tube frame shear wall structure system

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104674983A (en) * 2015-02-13 2015-06-03 湖南软件职业学院 Small-column space steel structure self-thermal insulation wall and manufacturing method thereof
CN105649238A (en) * 2016-03-12 2016-06-08 上海大学 Assembly type prefabricated-steel-plate shear wall
CN105649238B (en) * 2016-03-12 2018-10-30 上海大学 A kind of prefabricated steel plate shear force wall
CN105863107A (en) * 2016-04-05 2016-08-17 天津城建大学 Sandwich-pipe low-yield-point steel plate shear wall and manufacturing method
CN105804283A (en) * 2016-05-18 2016-07-27 福建工程学院 Full assembly type steel pipe concrete side frame combined shear wall structure
CN105804283B (en) * 2016-05-18 2018-12-18 福建工程学院 Full assembly concrete-filled steel tube frame combined shear wall construction
CN105937278A (en) * 2016-06-06 2016-09-14 河北建筑工程学院 Prefabricated concrete frame infill wall system and construction method thereof
CN105937278B (en) * 2016-06-06 2019-06-07 河北建筑工程学院 A kind of assembly concrete frame wall filled with masonry system and its construction method
CN106193292A (en) * 2016-07-16 2016-12-07 江南大学 A kind of steel frame assembled integral reinforced concrete shear wall structure system
CN108824818A (en) * 2018-07-09 2018-11-16 西南科技大学 The method of construction of assembly concrete-filled steel tube frame shear wall structure system
CN108824818B (en) * 2018-07-09 2020-08-28 西南科技大学 Construction method of assembled concrete filled steel tube frame-shear wall structure system

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