CN203866966U - Novel assembly type frame core tube steel structure residential housing system - Google Patents
Novel assembly type frame core tube steel structure residential housing system Download PDFInfo
- Publication number
- CN203866966U CN203866966U CN201420265252.2U CN201420265252U CN203866966U CN 203866966 U CN203866966 U CN 203866966U CN 201420265252 U CN201420265252 U CN 201420265252U CN 203866966 U CN203866966 U CN 203866966U
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- steel
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- column
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- bar
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 124
- 239000010959 steel Substances 0.000 title claims abstract description 124
- 239000004567 concrete Substances 0.000 claims abstract description 15
- 239000002131 composite material Substances 0.000 claims description 6
- 229910000746 Structural steel Inorganic materials 0.000 claims description 3
- 238000005098 hot rolling Methods 0.000 claims description 3
- 239000011376 self-consolidating concrete Substances 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims description 3
- 238000004873 anchoring Methods 0.000 abstract 2
- 238000010008 shearing Methods 0.000 abstract 2
- 238000009434 installation Methods 0.000 description 5
- 238000010276 construction Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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- Load-Bearing And Curtain Walls (AREA)
Abstract
The utility model relates to core tube steel structure residential housing systems, in particular to a novel assembly type frame core tube steel structure residential housing system which is applied to steel structure residences. The upper ends and the lower ends of steel columns are respectively provided with a steel beam, the side ends of the steel column and the side ends of the steel beams are respectively provided with a steel plate, and the two side ends of the steel plates are respectively provided with a shearing-resistant connecting piece and an anchoring steel bar. A steel plate shear wall is fixedly connected with the steel plates, the shearing-resistant connecting pieces and the anchoring steel bars. A floor slab system is arranged on the upper portion of one steel beam, a big plate system is arranged on the outer wall of each steel column, and a bar plate system is arranged on the inner wall of each steel column. The floor slab system comprises floor slab steel bar trusses which are evenly distributed, and concrete is arranged between the floor slab steel bar trusses. The novel assembly type frame core tube steel structure residential housing system is compact in structure, the industrial degree of a building system is improved, and the advantages of steel structures are fully performed on the building system.
Description
Technical field
The utility model relates to a kind of Core Walls Structure Steel Structure Residential Building System, relates in particular to a kind of novel fabricated framework Core Walls Structure Steel Structure Residential Building System, is applied to steel house.
Background technology
Background technology
The comprehensive advantages such as steel house is according to it from heavy and light, and foundation cost is low, and anti-seismic performance is good, is applicable to soft foundation, easy for installation, and speed of application is fast, and the cycle is short, and gain quick return in investment, and construction pollution is few are described as one of 21 century " green building ".
At present, the most high-rise steel structure house of China all adopts the building system of steel frame-concrete core cylinder, but this Steel Structure Residential Building System exists following problem:
1. interior wall, exterior wall assemblingization degree are low, and field operation efficiency is low, and speed of application is slow;
Core Walls Structure shear wall part conventionally need to wire-tie at the scene, formwork supporting plate and building, the loaded down with trivial details and quality of operation is difficult for ensureing;
3. floor adopts profiled steel sheet combination floor, has the problems such as bed die fire prevention and finishing.
The problems referred to above become the particularly obstacle of steel house large-scale popularization of steel building, and the superiority of steel house can not be not fully exerted.By adopting the method for suitability for industrialized production and scientific management, each production factors are perfectly combined, cut down the number of intermediate links, optimize allocation of resources, urgently novel assembling frame Core Walls Structure Steel Structure Residential Building System.
Utility model content
The utility model is mainly to solve the deficiencies in the prior art, a kind of compact conformation is provided, can realizes suitability for industrialized production, assemblingization installation, reduce a kind of novel fabricated framework Core Walls Structure Steel Structure Residential Building System that situ wet operation also can be raised labour productivity.
Above-mentioned technical problem of the present utility model is mainly solved by following technical proposals:
A kind of novel fabricated framework Core Walls Structure Steel Structure Residential Building System, comprise steel column, girder steel and steel plate shear force wall, the top and bottom of described steel column are respectively equipped with girder steel, described steel column and the side of girder steel are respectively equipped with steel plate, the two side ends of described steel plate is respectively equipped with shear connector and anchor bar, described steel plate shear force wall respectively with steel plate, shear connector and anchor bar fix, the top of described girder steel is provided with floor system, the outer wall of described steel column is provided with large plate system, the inwall of described steel column is provided with batten system, described floor system comprises equally distributed floor bar truss, between floor bar truss, be provided with concrete,
Described large plate system comprises large plate steel bar girder, and the two side ends of described large plate steel bar girder is respectively equipped with the large plate of concrete sandwich entirety;
Described batten system comprises lightweight composite strip plate, and described lightweight composite strip plate and steel column inwall fix.
As preferably, described steel column is rectangular steel-tube concrete column, interior filling high strength self-compacting concrete; Described steel plate shear force wall is steel plate concrete shear wall; Described girder steel is hot rolling or high frequency welding of H-structural steel girder steel.
The every floor of assembling Core Walls Structure is high is an installation unit, and this practical described structure is exactly an installation unit.Steel plate shear force wall is to be prefabricated in the factory, and surrounding all reserves certain gap to build at the scene, and steel plate is fixed by actual setting-out, and anchor bar and shear connector are all reserved by designing requirement;
After the assembling of assembling Core Walls Structure, use the pea gravel concreten cementation of fissures, by core barrel mast, girder steel and shear wall composition entirety.In the construction of assembling Core Walls Structure, the steel frame being made up of girder steel and steel column being connected with assembling Core Walls Structure is installed, hinged between steel frame and Core Walls Structure, between steel-frame beam and steel column, rigidly connect.
After the steel girder erection of every layer is complete, on girder steel, lay floor bar truss, integral cast-in-situ concrete floor.Meanwhile, assembling Core Walls Structure and steel frame can continue upwards to construct.
External and internal wall is all prefabricated in the factory, and first with connector, wall and ground, floor, girder steel and steel column is connected and fixed, then will connects joint treatment when site operation, forms smooth, bright and clean monolithic body of wall.
Advantage of the present invention is:
1. industrialization degree is high, can realize the whole produce in factory of member, and on-the-spot installation, has greatly reduced on-the-spot workload, improves speed of application, reduces construction costs.
2. given full play to the advantage of steel work, anti-seismic performance is good, and steel reusable edible reduces building waste, reduces environment pollution, social and economic benefits and good.
Therefore, a kind of novel fabricated framework Core Walls Structure Steel Structure Residential Building System of the present utility model, compact conformation, improves building system industrialization degree, and building system is given full play to steel work advantage.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the structural representation of shear wall slab and steel column in the utility model;
Fig. 3 is the structural representation of shear wall slab and girder steel in the utility model;
Fig. 4 is the structural representation of floor system in the utility model;
Fig. 5 is the structural representation of large plate system in the utility model;
Fig. 6 is the structural representation of batten system in the utility model.
Detailed description of the invention
Below by embodiment, and by reference to the accompanying drawings, the technical solution of the utility model is described in further detail.
Embodiment 1: as Fig. 1, Fig. 2, Fig. 3, Fig. 4, shown in Fig. 5 and Fig. 6, a kind of novel fabricated framework Core Walls Structure Steel Structure Residential Building System, comprise steel column 1, girder steel 2 and steel plate shear force wall 3, the top and bottom of described steel column 1 are respectively equipped with girder steel 2, described steel column 1 and the side of girder steel 2 are respectively equipped with steel plate 4, the two side ends of described steel plate 4 is respectively equipped with shear connector 5 and anchor bar 6, described steel plate shear force wall 3 respectively with steel plate 4, shear connector 5 and anchor bar 6 fix, the top of described girder steel 2 is provided with floor system, the outer wall of described steel column 1 is provided with large plate system, the inwall of described steel column 1 is provided with batten system, described floor system comprises equally distributed floor bar truss 7, 7 of floor bar truss are provided with concrete,
Described large plate system comprises large plate steel bar girder 8, and the two side ends of described large plate steel bar girder 8 is respectively equipped with the large plate 9 of concrete sandwich entirety;
Described batten system comprises lightweight composite strip plate 10, and described lightweight composite strip plate 10 fixes with steel column 1 inwall.
Described steel column 1 is rectangular steel-tube concrete column, interior filling high strength self-compacting concrete; Described steel plate shear force wall 3 is steel plate concrete shear wall; Described girder steel 2 is hot rolling or high frequency welding of H-structural steel girder steel.
Claims (2)
1. a novel fabricated framework Core Walls Structure Steel Structure Residential Building System, it is characterized in that: comprise steel column (1), girder steel (2) and steel plate shear force wall (3), the top and bottom of described steel column (1) are respectively equipped with girder steel (2), described steel column (1) and the side of girder steel (2) are respectively equipped with steel plate (4), the two side ends of described steel plate (4) is respectively equipped with shear connector (5) and anchor bar (6), described steel plate shear force wall (3) respectively with steel plate (4), shear connector (5) and anchor bar (6) fix, the top of described girder steel (2) is provided with floor system, the outer wall of described steel column (1) is provided with large plate system, the inwall of described steel column (1) is provided with batten system, described floor system comprises equally distributed floor bar truss (7), floor bar truss is provided with concrete between (7),
Described large plate system comprises large plate steel bar girder (8), and the two side ends of described large plate steel bar girder (8) is respectively equipped with the large plate (9) of concrete sandwich entirety;
Described batten system comprises lightweight composite strip plate (10), and described lightweight composite strip plate (10) fixes with steel column (1) inwall.
2. a kind of novel fabricated framework Core Walls Structure Steel Structure Residential Building System according to claim 1, is characterized in that: described steel column (1) is rectangular steel-tube concrete column, interior filling high strength self-compacting concrete; Described steel plate shear force wall (3) is steel plate concrete shear wall; Described girder steel (2) is hot rolling or high frequency welding of H-structural steel girder steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420265252.2U CN203866966U (en) | 2014-05-23 | 2014-05-23 | Novel assembly type frame core tube steel structure residential housing system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420265252.2U CN203866966U (en) | 2014-05-23 | 2014-05-23 | Novel assembly type frame core tube steel structure residential housing system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203866966U true CN203866966U (en) | 2014-10-08 |
Family
ID=51647936
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420265252.2U Expired - Lifetime CN203866966U (en) | 2014-05-23 | 2014-05-23 | Novel assembly type frame core tube steel structure residential housing system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203866966U (en) |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104746790A (en) * | 2015-01-26 | 2015-07-01 | 西安理工大学 | Flexible steel framework-prefabricated assembling type recycled concrete wallboard and manufacturing method thereof |
| CN106996212A (en) * | 2017-04-19 | 2017-08-01 | 上海欧本钢结构有限公司 | It is a kind of that there is shockproof light-duty residential system |
| CN107165294A (en) * | 2017-07-24 | 2017-09-15 | 湖南新能匠材料厂 | A kind of heat-preservation shear wall truss building system and its construction method |
| CN107268779A (en) * | 2017-07-21 | 2017-10-20 | 宝钢建筑系统集成有限公司 | A kind of batten steel house |
| CN107338869A (en) * | 2017-09-06 | 2017-11-10 | 北京汇筑建筑科技有限公司 | Strengthening concrete Core Walls Structure and the structural system of concrete-filled rectangular steel tube Special-Shaped Column |
| CN108612199A (en) * | 2018-06-27 | 2018-10-02 | 威信广厦模块住宅工业有限公司 | A kind of building module connection structure for steel construction Core Walls Structure |
| CN108894362A (en) * | 2018-07-23 | 2018-11-27 | 西安理工大学 | Assembled grating type thin-walled steel plate regeneration concrete compound shear wall and assembly method |
| CN109083267A (en) * | 2018-10-24 | 2018-12-25 | 六安远大住宅工业有限公司 | Assembled air-conditioning plate, assembled air-conditioning panel structure system and its construction method |
| CN109339291A (en) * | 2018-10-10 | 2019-02-15 | 河北水利电力学院 | Wall-column, wall-beam linked system for H profile steel beam column assembled architecture |
| CN113026950A (en) * | 2021-03-19 | 2021-06-25 | 北京城建集团有限责任公司 | Construction method for separating steel structure from core tube concrete in advance |
| CN113585477A (en) * | 2021-08-25 | 2021-11-02 | 广州仲天城市规划设计有限公司 | Core section of thick bamboo subassembly for assembly type structure |
-
2014
- 2014-05-23 CN CN201420265252.2U patent/CN203866966U/en not_active Expired - Lifetime
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104746790A (en) * | 2015-01-26 | 2015-07-01 | 西安理工大学 | Flexible steel framework-prefabricated assembling type recycled concrete wallboard and manufacturing method thereof |
| CN106996212B (en) * | 2017-04-19 | 2023-07-25 | 上海欧本钢结构有限公司 | Light house system with shockproof function |
| CN106996212A (en) * | 2017-04-19 | 2017-08-01 | 上海欧本钢结构有限公司 | It is a kind of that there is shockproof light-duty residential system |
| CN107268779A (en) * | 2017-07-21 | 2017-10-20 | 宝钢建筑系统集成有限公司 | A kind of batten steel house |
| CN107165294A (en) * | 2017-07-24 | 2017-09-15 | 湖南新能匠材料厂 | A kind of heat-preservation shear wall truss building system and its construction method |
| CN107338869A (en) * | 2017-09-06 | 2017-11-10 | 北京汇筑建筑科技有限公司 | Strengthening concrete Core Walls Structure and the structural system of concrete-filled rectangular steel tube Special-Shaped Column |
| CN108612199A (en) * | 2018-06-27 | 2018-10-02 | 威信广厦模块住宅工业有限公司 | A kind of building module connection structure for steel construction Core Walls Structure |
| CN108612199B (en) * | 2018-06-27 | 2023-12-19 | 威信广厦模块住宅工业有限公司 | Module building connection structure for steel structure core tube |
| CN108894362A (en) * | 2018-07-23 | 2018-11-27 | 西安理工大学 | Assembled grating type thin-walled steel plate regeneration concrete compound shear wall and assembly method |
| CN108894362B (en) * | 2018-07-23 | 2020-05-22 | 西安理工大学 | Assembled grid type thin-wall steel plate recycled concrete combined shear wall and assembling method |
| CN109339291A (en) * | 2018-10-10 | 2019-02-15 | 河北水利电力学院 | Wall-column, wall-beam linked system for H profile steel beam column assembled architecture |
| CN109083267A (en) * | 2018-10-24 | 2018-12-25 | 六安远大住宅工业有限公司 | Assembled air-conditioning plate, assembled air-conditioning panel structure system and its construction method |
| CN113026950A (en) * | 2021-03-19 | 2021-06-25 | 北京城建集团有限责任公司 | Construction method for separating steel structure from core tube concrete in advance |
| CN113585477A (en) * | 2021-08-25 | 2021-11-02 | 广州仲天城市规划设计有限公司 | Core section of thick bamboo subassembly for assembly type structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20141008 |