CN105821989A - Assembly type steel pipe bundle concrete shear wall structure system and construction method thereof - Google Patents
Assembly type steel pipe bundle concrete shear wall structure system and construction method thereof Download PDFInfo
- Publication number
- CN105821989A CN105821989A CN201610242263.2A CN201610242263A CN105821989A CN 105821989 A CN105821989 A CN 105821989A CN 201610242263 A CN201610242263 A CN 201610242263A CN 105821989 A CN105821989 A CN 105821989A
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- Prior art keywords
- bracket
- wall
- shaped
- concrete shear
- steel pipe
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C3/06—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
Abstract
The invention discloses an assembly type steel pipe bundle concrete shear wall structure system which has the advantages of fast construction, reliable quality and low cost. The system is provided with prefabricated straight steel pipe bundle concrete shear walls (1), an H-shaped steel beam (2) and an assembly type steel bar truss floor support plate (3), wherein the prefabricated straight steel pipe bundle concrete shear walls are connected with a reserved bracket and are connected with each other through connecting pieces to form a special-shape wall; the H-shaped steel beam is connected with the reserved bracket of the prefabricated straight steel pipe bundle concrete shear walls through bolts; and the assembly type steel bar truss floor support plate is laid on the H-shaped steel beam. The system disclosed by the invention is applicable to residential buildings such as houses and apartments.
Description
Technical field
The present invention relates to a kind of fabric structure system, a kind of assembled steel tube bank concrete shear wall structure system and the construction method of this structural system, this system can be widely applied in the residential architecture such as house, apartment.
Background technology
The important component part of building industry modernization is exactly the industrialization of building structure.Currently, main two kinds of approach of building industrialization have prefabricated concrete structure and steel construction.Prefabricated concrete structure still falls within xoncrete structure, needs to consume the materials such as a large amount of cement, sandstone, easily to environment.Steel structure technique is industrialization green building product, and large-scale popularization is conducive to the long-term sustainable development of country.But these structural systems need nonetheless remain for a certain amount of poured in place concrete, need to improve further factory's makingization degree.
Hang Xiao Gang Gou limited company develops steel pipe bundle concrete shear structural system, and has in succession applied for patent " a kind of steel pipe bundle combined structure system for industrialization residential architecture " (CN103850347A), " a kind of framework for industrialization residential architecture-steel pipe bundle combined structure system " (CN103850349A), " a kind of steel pipe bundle and steel plate concrete combined shear wall structural system " (CN103821256A), " a kind of framework-steel pipe bundle and steel plate concrete combined shear wall structural system " (CN103912074A) etc..And the factory improving steel pipe bundle concrete shear structural system further makes degree, assembled in situ degree, and significantly reduce site operation difficulty, thus reach to improve industrialized level, accelerate speed of application, ensure construction quality and reduce engineering cost, still expand space.
Summary of the invention
The invention solves the problems that the fabricated construction system factory used in the construction of the building construction such as house, apartment in prior art makes degree, assembled in situ degree has much room for improvement, site operation difficulty has problem to be reduced, thus reach to improve industrialized level, accelerate speed of application, ensure construction quality and reduce the purpose of engineering cost.
For solving the problems referred to above, the present invention includes assembled steel tube bank concrete shear wall structure system and the construction method of this structural system.
Assembled steel of the present invention tube bank concrete shear wall structure system use technical scheme its be characterized in that there is prefabricated in-line steel pipe bundle concrete shear force wall, H profile steel beam and type steel bar truss floor support plate, it is connected with reserved bracket on described prefabricated in-line steel pipe bundle concrete shear force wall, described prefabricated in-line steel pipe bundle concrete shear force wall is connected to each other by connector and constitutes special-shaped body of wall, described H profile steel beam is connected with prefabricated in-line steel pipe bundle concrete shear force wall by bolt, and described type steel bar truss floor support plate is layed in above H profile steel beam.
The present invention is preferably:
Described steel pipe bundle is sequentially connected with is constituted by several U-shaped steel pipe unit and rectangular steel pipe unit.
Described connector is angle cleat and U-shaped connector.
Described special-shaped body of wall is L-shaped, T-shaped, Z-shaped, one of U-shaped, cross abnormity body of wall.
The bolt that the end plate that described special-shaped body of wall is divided into some joints, upper joint abnormal shape body of wall and lower joint abnormal shape body of wall to be welded by its end face in short transverse and this end plate are worn is connected with each other.
Described reserved bracket is to be located at the reserved bracket one of the described special-shaped body of wall stitching portion of upper and lower joint and be located at the reserved bracket two at special-shaped other positions of body of wall.
Described reserved bracket one is made up of bracket top flange, bracket lower flange and bracket web, bolt hole is had on bracket top flange, bracket lower flange and bracket web, the end plate welding that bracket top flange is welded with body of wall end face, bracket lower flange is welded with body of wall by connecting plate, and bracket web welds with body of wall.
Described reserved bracket two is made up of bracket top flange, bracket lower flange and bracket web, and bracket top flange, bracket lower flange and bracket web have bolt hole, and the upper and lower edge of a wing of bracket is welded with body of wall by connecting plate, and bracket web welds with body of wall.
The construction method of assembled steel of the present invention tube bank concrete shear wall structure system, it is characterized in that has the prefabricated in-line steel pipe bundle concrete shear force wall being made up of reserved bracket bracket top flange, bracket lower flange and bracket web to be transported to building-site by the connection of plant produced, by connector and bolt, described concrete shear force wall is connected L-shaped, T-shaped, Z-shaped, U-shaped or cross abnormity body of wall, the reserved bracket of described concrete shear force wall connects H-shaped girder steel, on this H profile steel beam, lays type steel bar truss floor support plate.
Preferably:
Described abnormity body of wall is divided into some joints in short transverse, and each joint height is 9 meters, and the bolt that the end plate that the upper special-shaped body of wall of joint and lower joint abnormal shape body of wall are welded by its end face and this end plate are worn is connected with each other.
Connecting H-shaped girder steel on the reserved bracket of described concrete shear force wall is to be connected with the upper and lower edge of a wing of bracket on the upper and lower edge of a wing of H-shaped girder steel by edge of a wing connecting plate and bolt, is connected with bracket web by the web of H girder steel by web connecting plate and bolt.
Prefabricated in-line steel pipe bundle concrete shear force wall of the present invention, refers to that this shear wall is the transversal flat shear wall for in-line.
The composite can be widely applied in the residential architecture such as house, apartment.
The whole component of the present invention and parts can standardized designs, industrialized production, prefabricated constructions, scene is made without welding, can save labour force, reduction labor intensity, raising production efficiency, construction speed of accelerating, the construction quality that improves in a large number, extend and build service life；The present invention gives full play to the performance advantage of steel and concrete, saves construction material；This brightest structural system from heavy and light, anti-seismic performance is good, can significantly alleviate earthquake, the structural system of the present invention can not use timber, steel reusable edible used, reduces building waste, to reduce environmental pollution, environmental protection, social and economic effects good.
Accompanying drawing explanation
Fig. 1 is the structural system floor map of the present invention；
Fig. 2 is Fig. 1 structural system longitudinal direction section view partial schematic diagram；
Fig. 3 is one of prefabricated in-line steel pipe bundle concrete shear force wall cross-sectional structure schematic diagram of band angle cleat in the present invention；
Fig. 4 is the two of the prefabricated in-line steel pipe bundle concrete shear force wall cross-sectional structure schematic diagram of band angle cleat in the present invention；
Fig. 5 is the three of the prefabricated in-line steel pipe bundle concrete shear force wall cross-sectional structure schematic diagram of band angle cleat in the present invention；
Fig. 6 is the prefabricated in-line steel pipe bundle concrete shear force wall cross-sectional structure schematic diagram in the present invention with U-shaped connector；
Fig. 7 is the transversal schematic diagram of L-shaped abnormal shape body of wall in the present invention；
Fig. 8 is the transversal schematic diagram of T-shaped abnormal shape body of wall in the present invention；
Fig. 9 is the transversal schematic diagram of cross abnormal shape body of wall in the present invention；
Figure 10 is the present invention special-shaped wall connecting schematic diagram of upper and lower joint；
Figure 11 is the transversal schematic diagram in Figure 10 special-shaped wall connecting position of upper and lower joint；
Figure 12 represents the reserved bracket one of connection at upper and lower joint wall connecting；
Figure 13 represents that other positions of body of wall connect reserved bracket two；
Figure 14 represents H profile steel beam and reserved bracket one connection diagram；
Figure 15 represents H profile steel beam and reserved bracket two connection diagram.
Labelling and counterpart in figure: 1 prefabricated in-line steel pipe bundle concrete shear force wall, the prefabricated in-line steel pipe bundle concrete shear force wall of 1A band angle cleat, the prefabricated in-line steel pipe bundle concrete shear force wall of 1B band U-shaped connector, the special-shaped body of wall of joint on 1 α, the special-shaped body of wall of joint under 1 β, 1-1U shape steel pipe unit, 1-2 rectangular steel pipe unit, 1-3 concrete, 1-4 angle cleat, 1-5U shape connector, 2H section steel beam, 3 type steel bar truss floor support plates, 4 self-locking type high-strength bolts, 5 bolts, 6 end plates, 7 reserve bracket one, 8 reserve bracket two, 9 bracket top flanges, 10 bolts hole, 11 bracket webs, 12 bracket lower flanges, 13 connecting plates, 14 edge of a wing connecting plates, 15 web connecting plates, 16 bolts, T elevator opening, Y balcony.
Detailed description of the invention
Assembled steel tube bank concrete shear wall structure system, there is prefabricated in-line steel pipe bundle concrete shear force wall 1, H profile steel beam 2 and type steel bar truss floor support plate 3, it is connected with reserved cattle lower limb on prefabricated in-line steel pipe bundle concrete shear force wall 1, described steel pipe bundle is sequentially connected with is constituted by several U-shapeds steel pipe unit 1-1 and rectangular steel pipe unit 1-2, prefabricated in-line steel pipe bundle concrete shear force wall 1 is by angle cleat 1-4, U-shaped connector 1-5 and bolt are connected to each other composition L-shaped, T-shaped, Z-shaped, U-shaped or cross abnormity body of wall, this abnormal shape body of wall is divided into some joints in short transverse, often joint exemplary height is 9 meters, the bolt 5 that the end plate 6 that special-shaped body of wall 1 α and lower joint abnormal shape body of wall 1 β of upper joint is welded by its end face and this end plate are worn is connected with each other；H profile steel beam 2 is connected with the described reserved bracket of prefabricated in-line steel pipe bundle concrete shear force wall by bolt 16, and type steel bar truss floor support plate 3 is layed in above H profile steel beam 2；Described reserved bracket is reserved bracket 1 and reserved bracket 28, and reserved bracket 1 is connected in the described special-shaped body of wall stitching portion of upper and lower joint, and reserved bracket 28 is connected in special-shaped other positions of body of wall；Reserved bracket one, reserved bracket two are made up of bracket top flange 9, bracket lower flange 12 and bracket web 11, and bracket top flange, bracket lower flange and bracket web have bolt hole 10；The end plate 6 that the bracket top flange of reserved bracket foot one is welded with body of wall end face welds, and bracket lower flange is welded with body of wall by connecting plate 13, and bracket web welds with body of wall；The upper and lower edge of a wing of bracket of reserved bracket lower limb two is welded with body of wall by connecting plate, and bracket web welds with body of wall.
The construction method of this structural system, it is that the connection of plant produced has the prefabricated in-line steel pipe bundle concrete shear force wall 1 being made up of reserved bracket bracket top flange 9, bracket lower flange 12 and bracket web 11 be transported to building-site, by angle cleat 1-4, U-shaped connector 1-5 and bolt, described concrete shear force wall is connected L-shaped, T-shaped, Z-shaped, U-shaped or cross abnormity body of wall, the reserved bracket of described concrete shear force wall connects H-shaped girder steel 2, on this H profile steel beam, lays type steel bar truss floor support plate 3；Described abnormity body of wall is divided into some joints in short transverse, and each joint height is 9 meters, and the bolt 5 that the end plate 6 that special-shaped body of wall 1 α and lower joint abnormal shape body of wall 1 β of upper joint is welded by its end face and this end plate are worn is connected with each other；Connecting H-shaped girder steel 2 on the reserved bracket of described concrete shear force wall is to be connected with the upper and lower edge of a wing of bracket on the upper and lower edge of a wing of H-shaped girder steel by edge of a wing connecting plate and bolt, is connected with bracket web by the web of H girder steel by web connecting plate and bolt.
This system of the present invention can be widely applied in the residential architecture such as house, apartment.
Claims (11)
1. assembled steel tube bank concrete shear wall structure system, it is characterized in that there is prefabricated in-line steel pipe bundle concrete shear force wall (1), H profile steel beam (2) and type steel bar truss floor support plate (3), it is connected with reserved bracket on described prefabricated in-line steel pipe bundle concrete shear force wall, described prefabricated in-line steel pipe bundle concrete shear force wall is connected to each other by connector and constitutes special-shaped body of wall, described H profile steel beam is connected with the reserved bracket of prefabricated in-line steel pipe bundle concrete shear force wall by bolt, and described type steel bar truss floor support plate is layed in above H profile steel beam.
2. structural system as claimed in claim 1, is characterized in that described steel pipe bundle is sequentially connected with is constituted by several U-shapeds steel pipe unit (1-1) and rectangular steel pipe unit (1-2).
3. structural system as claimed in claim 2, is characterized in that described connector is angle cleat (1-4) and U-shaped connector (1-5).
4. the structural system as described in claim 1,2 or 3, is characterized in that described special-shaped body of wall is L-shaped, T-shaped, Z-shaped, one of U-shaped, cross abnormity body of wall.
5. structural system as claimed in claim 4, the bolt (5) that the end plate (6) that it is characterized in that being divided into some joints, upper joint abnormal shape body of wall (1 α) and the special-shaped body of wall (1 β) of lower joint to pass through by described special-shaped body of wall in short transverse its end face welded and this end plate are worn is connected with each other.
6. structural system as claimed in claim 5, is characterized in that described reserved bracket is to be located at the reserved bracket one (7) of the described special-shaped body of wall stitching portion of upper and lower joint and be located at the reserved bracket two (8) at special-shaped other positions of body of wall.
7. structural system as claimed in claim 6, it is characterized in that described reserved bracket one is made up of bracket top flange (9), bracket lower flange (12) and bracket web (11), bolt hole (10) is had on bracket top flange, bracket lower flange and bracket web, end plate (6) welding that bracket top flange is welded with body of wall end face, bracket lower flange is welded with body of wall by connecting plate (13), and bracket web welds with body of wall.
8. structural system as claimed in claim 6, it is characterized in that described reserved bracket two is made up of bracket top flange, bracket lower flange and bracket web, bolt hole is had on bracket top flange, bracket lower flange and bracket web, the upper and lower edge of a wing of bracket is welded with body of wall by connecting plate, and bracket web welds with body of wall.
9. the construction method of the assembled steel tube bank concrete shear wall structure system of claim 1, it is characterized in that the connection of plant produced has the prefabricated in-line steel pipe bundle concrete shear force wall being made up of reserved bracket bracket top flange, bracket lower flange and bracket web be transported to building-site, by connector and bolt, described concrete shear force wall is connected L-shaped, T-shaped, Z-shaped, U-shaped or cross abnormity body of wall, the reserved bracket of described concrete shear force wall connects H-shaped girder steel (2), on this H profile steel beam, lays type steel bar truss floor support plate (3).
10. construction method as claimed in claim 9, it is characterized in that described abnormity body of wall is divided into some joints in short transverse, each joint height is 9 meters, and the upper special-shaped body of wall of joint (1 α) and the special-shaped body of wall (1 β) of lower joint pass through end plate (6) that its end face welded and the bolt (5) that this end plate is worn is connected with each other.
11. construction methods as described in claim 9 or 10, it is characterized in that connecting H-shaped girder steel (2) on the reserved bracket of described concrete shear force wall is to be connected with the upper and lower edge of a wing of bracket on the upper and lower edge of a wing of H-shaped girder steel by edge of a wing connecting plate and bolt, is connected the web of H girder steel with bracket web by web connecting plate and bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610242263.2A CN105821989A (en) | 2016-04-18 | 2016-04-18 | Assembly type steel pipe bundle concrete shear wall structure system and construction method thereof |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610242263.2A CN105821989A (en) | 2016-04-18 | 2016-04-18 | Assembly type steel pipe bundle concrete shear wall structure system and construction method thereof |
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| CN105821989A true CN105821989A (en) | 2016-08-03 |
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| CN201610242263.2A Pending CN105821989A (en) | 2016-04-18 | 2016-04-18 | Assembly type steel pipe bundle concrete shear wall structure system and construction method thereof |
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Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107217759A (en) * | 2017-06-16 | 2017-09-29 | 广东省建筑科学研究院集团股份有限公司 | A kind of prefabricated steel faced wall with stirrup |
| CN107542184A (en) * | 2017-08-21 | 2018-01-05 | 丁芸娉 | A kind of integrated steel pipe bundle for building |
| CN108532796A (en) * | 2018-07-11 | 2018-09-14 | 上海应用技术大学 | Assembly concrete shear wall and face inner beam rigid connection node and construction method |
| CN109162353A (en) * | 2018-10-25 | 2019-01-08 | 安徽建筑大学 | A kind of steel concrete assembled connecting node |
| CN109695293A (en) * | 2019-02-02 | 2019-04-30 | 河北工业大学 | A kind of assembled steel tube bank concrete wall formula frame structure system |
| CN109779027A (en) * | 2019-03-18 | 2019-05-21 | 中铁建工集团有限公司 | Using class round steel pipe constraint composite structure as the assembled arthitecutral structure of core |
| CN111042373A (en) * | 2019-12-16 | 2020-04-21 | 张效思 | Assembled concrete-filled steel tube-wood composite wall for building and manufacturing method thereof |
| CN112343212A (en) * | 2020-10-29 | 2021-02-09 | 四川省佳宇建设集团有限公司 | Combined light steel keel concrete mixed structure and construction method thereof |
| CN112962861A (en) * | 2021-02-05 | 2021-06-15 | 方圆建设集团有限公司 | Novel assembled C-shaped steel pipe bundle concrete shear wall component and production method |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN107217759A (en) * | 2017-06-16 | 2017-09-29 | 广东省建筑科学研究院集团股份有限公司 | A kind of prefabricated steel faced wall with stirrup |
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| CN108532796A (en) * | 2018-07-11 | 2018-09-14 | 上海应用技术大学 | Assembly concrete shear wall and face inner beam rigid connection node and construction method |
| CN109162353A (en) * | 2018-10-25 | 2019-01-08 | 安徽建筑大学 | A kind of steel concrete assembled connecting node |
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| CN109779027A (en) * | 2019-03-18 | 2019-05-21 | 中铁建工集团有限公司 | Using class round steel pipe constraint composite structure as the assembled arthitecutral structure of core |
| CN111042373A (en) * | 2019-12-16 | 2020-04-21 | 张效思 | Assembled concrete-filled steel tube-wood composite wall for building and manufacturing method thereof |
| CN112343212A (en) * | 2020-10-29 | 2021-02-09 | 四川省佳宇建设集团有限公司 | Combined light steel keel concrete mixed structure and construction method thereof |
| CN112343212B (en) * | 2020-10-29 | 2022-03-04 | 四川省佳宇建设集团有限公司 | Combined light steel keel concrete mixed structure and construction method thereof |
| CN112962861A (en) * | 2021-02-05 | 2021-06-15 | 方圆建设集团有限公司 | Novel assembled C-shaped steel pipe bundle concrete shear wall component and production method |
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Application publication date: 20160803 |