CN103790266A - Concrete filled steel tube core column reinforced prefabricated assembly type shear wall unit - Google Patents
Concrete filled steel tube core column reinforced prefabricated assembly type shear wall unit Download PDFInfo
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- CN103790266A CN103790266A CN201410040929.7A CN201410040929A CN103790266A CN 103790266 A CN103790266 A CN 103790266A CN 201410040929 A CN201410040929 A CN 201410040929A CN 103790266 A CN103790266 A CN 103790266A
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Abstract
The invention discloses a prefabricated assembly type concrete filled steel tube core column reinforced shear wall unit, and belongs to the field of constructional engineering. The shear wall unit comprises a double-layer reinforcing mesh, outer wrapped concrete and lacing wires and further comprises a plurality of round concrete filled steel tube core columns, and the round concrete filled steel tube core columns are vertically fixed into a cavity of the double-layer reinforcing mesh at an equal interval; after the reinforcing mesh and steel tubes are fixedly bound, the outer wrapped concrete is poured to form a shear wall; the upper ends of the round concrete filled steel tube core columns and the lower ends of the round concrete filled steel tube core columns stretch out of the outer wrapped concrete, and the round concrete filled steel tube core columns are composed of round steel tubes and concrete poured in cavities of the round steel tubes in a filled mode. According to the prefabricated assembly type concrete filled steel tube core column reinforced shear wall unit, by the utilization of the high bearing capacity and the high ductility of the concrete filled steel tube core columns, the anti-bending capacity, the shearing resistance and the hysteretic energy dissipation capacity of the shear wall are effectively improved, and good anti-seismic property is achieved. The prefabricated assembly type concrete filled steel tube core column reinforced shear wall unit is simple in construction technology, the overall quality of a building can be guaranteed through prefabrication and site assembly, the construction operation speed is improved, and the labor intensity is lowered.
Description
Technical field
The invention discloses a kind of steel tube concrete core pillar prefabricated assembled shear-wall element of putting more energy into, be that one is easy to site-assembled, the seismic shear wall being prefabricated in the factory, belongs to building engineering field.
Background technology
In today of builing industry fast development, building has been proposed to higher low-carbon (LC), green, environmental protection, efficient construction requirements, building structure is split into some building units, in factory, carry out prefabricated, the scene of being transported to is carried out assembled, thereby has eliminated the environment pollution such as airborne dust, noise of construction site, and production efficiency improves, saves a large amount of costs of labor, as making automobile, build house, started the new revolution of an industrialization of construction industry.
In the building of prefabrication and assembly construction, the antidetonation in house is crucial, in conventional reinforced concrete shear wall, need to arrange that a large amount of reinforcing bars resist seismic shear, the processing that current domestic factory carries out the goods such as reinforced mesh, reinforcing cage does not also realize mechanization completely, rely on to a great extent processing and the colligation of manually carrying out reinforcing bar, make shear force wall reinforcing steel bar processing and fabricating cost always high, and production efficiency is low, is difficult to supply with the demand of automation platform template production shear wall sheet.Therefore, need a kind of make simple, produce in factory speed fast and be convenient to the precast shear wall of on-site consolidation, require its shear behavior not to be weaker than ordinary reinforced concrete shear wall simultaneously, thereby improve the efficiency that prefabrication is produced.
Summary of the invention
The object of the invention is to the deficiency existing in producing for existing prefabricate ordinary reinforced concrete shear wall, a kind of steel tube concrete core pillar prefabricated assembled shear-wall element of putting more energy into is proposed, this scheme is easy to make, good integrity, and factory's reinforcing bar processing capacity is few, and on-the-spot splicing is convenient and reliable.
The present invention realizes with following technical scheme: a kind of steel tube concrete core pillar prefabricated assembled shear-wall element of putting more energy into, comprise double steel bar net sheet, external wrapping concrete and lacing wire, described double steel bar net sheet by the many vertical vertical reinforcements that distribute, be connected to many transverse reinforcements between many vertical reinforcements and the reserved dowel for being connected at two ends forms; Reserved dowel stretches out outside external wrapping concrete; Between double steel bar net sheet, fix with lacing wire drawknot; Also comprise many concrete filled steel tube stem stems, the many vertical equidistant intervals of concrete filled steel tube stem stem are fixed in the cavity forming between double steel bar net sheet; External wrapping concrete is built rear entirety and is wrapped on reinforced mesh and concrete filled steel tube stem stem; Stretch out outside external wrapping concrete at the described upper and lower two ends of concrete filled steel tube stem stem, and the concrete column core that described concrete filled steel tube stem stem is poured in round steel pipe cavity after by round steel pipe and site assembly forms.
The diameter of described concrete filled steel tube stem stem is 100-200mm, and the spacing between concrete filled steel tube stem stem is 6-10 times of concrete filled steel tube stem stem diameter.
The upper and lower end of described concrete filled steel tube stem stem stretches out external wrapping concrete 50-200mm, and reserved dowel stretches out external wrapping concrete 100-500mm to the left and right.
In ordinary reinforced concrete shear wall, embed steel tube concrete core pillar and replaced the vertical shear reinforcement of a part, utilize high-bearing capacity and the high ductility of concrete filled steel tube, the Compressive Bearing Capacity, the shear-carrying capacity that effectively improve shear wall, have good shock resistance etc.The present invention is prefabricated in the factory, and when application, needs only shear-wall element on-site consolidation.
The invention has the beneficial effects as follows: member construction technology of the present invention is simple, the making amount of labour is little, by prefabrication, on-site consolidation, can guarantee the total quality of building, improves construction operation speed, reduces labor operation intensity.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention.
Fig. 2 is along A-A sectional drawing in Fig. 1;
Fig. 3 is along B-B sectional drawing in Fig. 1;
Fig. 4 is surface structure schematic diagram of the present invention.
In figure: 1, concrete filled steel tube stem stem, 1.1, round steel pipe, 1.2, rear pouring concrete post core, 2, vertical reinforcement, 3, transverse reinforcement, 4, reserved dowel, 5, external wrapping concrete, 6, lacing wire.
The specific embodiment
Below in conjunction with the drawings and specific embodiments, the present invention is described in further detail
As shown in Figure 1, the steel tube concrete core pillar prefabricated assembled shear-wall element of putting more energy into comprises equally distributed concrete filled steel tube stem stem 1, vertical equally distributed many vertical reinforcements 2, is connected to the transverse reinforcement 3 between vertical reinforcement, reserved dowel 4, external wrapping concrete 5 and lacing wire 6.Concrete filled steel tube stem stem 1, to be equidistantly vertically uniformly arranged and fixed between the net sheet forming at the vertical distribution reinforcement 2 of bilayer and transverse reinforcement 3, is fixed with lacing wire 6 drawknots between double steel bar net sheet, to keep the spacing between two layers of mesh sheet not change.As shown in Figure 3, concrete filled steel tube stem stem 1 is by round steel pipe 1.1 with build the concrete column core 1.2 being filled in round steel pipe cavity and form.The diameter of concrete filled steel tube stem stem 1 is 100-200mm, and the array pitch between adjacent concrete filled steel tube stem stem 1 is 6-10 diameter of steel tube doubly.
As shown in Figure 2, Figure 3 and Figure 4, steel tube concrete core pillar 1 is fixed in reinforced mesh.Between described reinforced mesh, connect with lacing wire 6, adopt reserved dowel 4 to connect when two of left and right shear wall joins, described reserved dowel 4 is grooved shape, selects reinforcing bar type consistent with transverse reinforcement 3.Described lacing wire 6 is except steel tube concrete core pillar 1 both sides are in order to fix steel tube concrete core pillar 1 needs encryption, and other lacing wire 6 spacing are got 500mm.Encryption scope is 500mm, encrypted area lacing wire 6 spacing 100mm.
Described shear wall member is prefabricated in the factory, and when prefabricated, steel tube concrete core pillar 1 stretches out template 50-200mm up and down, facilitates the connection of upper and lower shear wall.
Described reserved dowel 4 stretches out the about 100-500mm of external wrapping concrete 5 to the left and right, to facilitate the connection of left and right shear wall.
External wrapping concrete 5 can adopt ordinary concrete, high-strength concrete, steel fibrous concrete or thermal insulation concrete etc.
Claims (3)
1. a steel tube concrete core pillar prefabricated assembled shear-wall element of putting more energy into, it is characterized in that, comprise double steel bar net sheet, external wrapping concrete (5) and lacing wire (6), described double steel bar net sheet comprises the many vertical vertical reinforcements (2) that distribute, be connected to many transverse reinforcements (3) between many vertical reinforcements (2) and the reserved dowel (4) for being connected at two ends; Stretch out outside external wrapping concrete (5) outer end of described reserved dowel (4); Between double steel bar net sheet, fix with lacing wire (6) drawknot; Also comprise many concrete filled steel tube stem stems (1), the vertical equidistant intervals of many concrete filled steel tube stem stems (1) is fixed in the cavity forming between double steel bar net sheet; The fixing after-pouring external wrapping concrete (5) of reinforced mesh and steel pipe colligation forms a slice shear wall; Stretch out outside external wrapping concrete (5) at described concrete filled steel tube stem stem (1) two ends, and the concrete column core (1.2) that described concrete filled steel tube stem stem (1) is poured in round steel pipe cavity after by round steel pipe (1.1) and site assembly forms.
2. follow according to the steel tube concrete core pillar claimed in claim 1 prefabricated assembled shear-wall element of putting more energy into, it is characterized in that, the diameter of described concrete filled steel tube stem stem (1) is 100-200mm, and the spacing between concrete filled steel tube stem stem (1) is 6-10 times of concrete filled steel tube stem stem diameter.
3. follow according to the steel tube concrete core pillar claimed in claim 1 prefabricated assembled shear-wall element of putting more energy into, it is characterized in that, the upper and lower end of described concrete filled steel tube stem stem (1) stretches out external wrapping concrete 50-200mm, and shear wall left and right sides is reserved dowel (4) and stretched out external wrapping concrete 100-500mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN201410040929.7A CN103790266B (en) | 2014-01-28 | 2014-01-28 | Steel tube concrete core pillar is put more energy into prefabricated assembled shear-wall element |
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| CN201410040929.7A CN103790266B (en) | 2014-01-28 | 2014-01-28 | Steel tube concrete core pillar is put more energy into prefabricated assembled shear-wall element |
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| CN103790266B CN103790266B (en) | 2016-04-13 |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104153493A (en) * | 2014-08-29 | 2014-11-19 | 中国建筑第八工程局有限公司 | Concrete shear wall structure based on 3D printing and construction method of concrete shear wall structure |
| CN107476470A (en) * | 2017-09-05 | 2017-12-15 | 广西大学 | Steel pipe built in assembled and GFRP pipe regeneration concrete compound shear walls and its construction method |
| CN111705966A (en) * | 2020-06-30 | 2020-09-25 | 黄通 | Mortise and tenon concrete filled steel tube combined column and shear wall and preparation method thereof |
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| CN202073208U (en) * | 2011-04-28 | 2011-12-14 | 华南理工大学建筑设计研究院 | Concrete-filled steel tube shear wall |
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| CN203769124U (en) * | 2014-01-28 | 2014-08-13 | 江苏建筑职业技术学院 | Concrete filled steel tube core column reinforcement prefabrication assembly type shear wall unit |
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2014
- 2014-01-28 CN CN201410040929.7A patent/CN103790266B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
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| JPH02248582A (en) * | 1989-03-20 | 1990-10-04 | Fujita Corp | Continuous layer, earthquake-proof wall structure for high-storied structure |
| CN101761154A (en) * | 2009-12-30 | 2010-06-30 | 北京工业大学 | Shear wall with inbuilt continuous-row steel tube concrete core column and soft steel energy consumption bond and manufacturing method thereof |
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| CN103255853A (en) * | 2013-05-15 | 2013-08-21 | 天津大学建筑设计研究院 | Tooth-groove-type connection structure of upper-layer inner wallboard of assembly-type shear wall and lower-layer inner wallboard of assembly-type shear wall |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104153493A (en) * | 2014-08-29 | 2014-11-19 | 中国建筑第八工程局有限公司 | Concrete shear wall structure based on 3D printing and construction method of concrete shear wall structure |
| CN107476470A (en) * | 2017-09-05 | 2017-12-15 | 广西大学 | Steel pipe built in assembled and GFRP pipe regeneration concrete compound shear walls and its construction method |
| CN111705966A (en) * | 2020-06-30 | 2020-09-25 | 黄通 | Mortise and tenon concrete filled steel tube combined column and shear wall and preparation method thereof |
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| CN103790266B (en) | 2016-04-13 |
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Effective date of registration: 20190624 Address after: 221300 Century Avenue 59, Lingang Industrial Park, Pizhou City, Xuzhou City, Jiangsu Province Patentee after: Jiangsu Leston Architectural Technology Co., Ltd. Address before: No. 26, Xue Yuan Road, Quanshan District, Xuzhou, Jiangsu Patentee before: Jiangsu Institute of Architectural Technology |
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