CN203080965U - Intelligent steel structure anti-seismic villa - Google Patents
Intelligent steel structure anti-seismic villa Download PDFInfo
- Publication number
- CN203080965U CN203080965U CN 201220635658 CN201220635658U CN203080965U CN 203080965 U CN203080965 U CN 203080965U CN 201220635658 CN201220635658 CN 201220635658 CN 201220635658 U CN201220635658 U CN 201220635658U CN 203080965 U CN203080965 U CN 203080965U
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- steel column
- steel
- rectangle steel
- villa
- gooseneck
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Abstract
The utility model discloses an intelligent steel structure anti-seismic villa which aims to achieve the technical purposes of improving anti-seismic capacity of a room which is completely assembled by steel structures. The intelligent steel structure anti-seismic villa comprises a foundation, a structural framework is connected on the foundation, and the structural framework is respectively provided with a wall face, a floorslab and a roof. The foundation is formed by columns made of reinforced concrete, the columns are fixed through foot anchor bolts and evenly distributed on the ground, reinforced ribs are arranged between rectangular steel columns and bases of the columns, the rectangular steel columns are fixed with steel beams made of H-shaped steel, the rectangular steel columns are provided with second sleeves which are fixed through bolts, supporting plates which are connected fixedly are arranged on the side walls of the second sleeves, and the steel beams are fixed with the supporting plates through bolts. Compared with the prior art, the intelligent steel structure anti-seismic villa is assembled by the steel structures, the number of the rectangular steel columns and the beams of the structure can be set according to demands of residents, therefore the intelligent steel structure anti-seismic villa has the anti-seismic function and is reasonable in structure, safe and reliable, and materials can be purchased conveniently.
Description
Technical field
The utility model relates to a kind of house, particularly a kind of intelligent steel structure earthquake-resistant villa.
Background technology
Light section steel structure on the market mainly is to be used in the load bearing construction that does not bear big load now.Adopt (the welding or rolling of light-duty H shaped steel; Variable cross-section or uniform section) make a shaped steel frame and support, C type, Z type light gauge cold-formed steel shape are made wingceltis bar and wall beam, the good glad plate of profiled sheet or lightweight is as roofing, metope enclosed structure, the bottom and the multilayer prefabricated costruction building systems that adopt connector such as high-strength bolt, plain bolt and self-tapping screw and encapsulant to assemble.Characteristics such as this dead load is light, molding mode is flexible, stress performance is good, supporting capacity is high, whole stiffness is big and anti-seismic performance is good.But because LIGHT WEIGHT STEEL STRUCTURES form of structure is subjected to the traditional timber-framed building in Europe to influence bigger, often be combined into truss and replace joist, joist and rafter frame etc., in the light thin wall steel work material is selected relatively strictness, can not be satisfied resident family to the free layout requirement of house inside general layout by light-gauge steel section or light section type.
Summary of the invention
The purpose of this utility model provides a kind of intelligent steel structure earthquake-resistant villa, and the technical problem that solve is to have realized utilizing fully the steel work house assembled, improves the shock resistance in house.
For solving the problems of the technologies described above, the utility model is by the following technical solutions: a kind of intelligent steel structure earthquake-resistant villa, comprise ground, be connected with structural framing on the ground, be respectively arranged with metope on the structural framing, floor and roof, the pillar that described ground is made by steel concrete constitutes, pillar adopts the pin crab-bolt to fix, pillar is evenly distributed on the ground, on pillar, be provided with by bolted rectangle steel column, be provided with reinforcing rib between the base of rectangle steel column and pillar, the rectangle steel column is connected with the rectangle steel column of last layer by first sleeve, be socketed with first sleeve in the joint of two rectangle steel columns, fixedly connected with the rectangle steel column by bolt around first sleeve, be fixed with the gooseneck that H shaped steel is made on the rectangle steel column, the rectangle steel column is provided with second sleeve by bolt, the sidewall of second sleeve is provided with fixedly connected gripper shoe, gooseneck is fixed by bolt and gripper shoe, on the rectangle steel column of the superiors, be fixed with back timber, described rectangle steel column and gooseneck combination back constitute structural framing, the fixing respective plates that goes up of rectangle steel column and gooseneck forms wall, fixing respective plates between the gooseneck, form floor, fixing respective plates between the back timber forms the roof.
Gripper shoe described in the utility model is made up of base plate and vertical panel, and vertical panel is connected on the base plate, and gooseneck is fastened on the vertical panel by bolt.
Back timber described in the utility model is made up of the vertical junction plate that is bolted to roof beam steel pipe on the rectangle steel column, is fixed on the cant beam on the roof beam steel pipe and is arranged on the cant beam top.
The utility model compared with prior art, adopt the steel work assembled house, the quantity of this structure rectangle steel column and crossbeam can be provided with according to resident family's demand, utilize steel work connected mode cleverly, realized utilizing fully the steel work house assembled, can have anti seismic efficiency, material is also convenient to be bought, rational in infrastructure, safe and reliable.
Description of drawings
Fig. 1 arranges schematic diagram for the utility model ground.
Fig. 2 is the utility model frame construction schematic diagram.
Fig. 3 is the lower margin structural representation of the utility model rectangle steel column.
Fig. 4 is the syndeton resolution chart between this novel practical rectangle steel column.
Fig. 5 is the syndeton sectional view between the utility model rectangle steel column.
Fig. 6 is the syndeton schematic diagram of the utility model rectangle steel column and horizontal girder steel.
Fig. 7 is the structural representation of roof beam.
Fig. 8 faces structural representation for the support and connection plate.
Fig. 9 is a support and connection board test structural representation.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is described in further detail.
As described in Fig. 1 to Fig. 9, intelligent steel structure earthquake-resistant villa of the present utility model comprises ground, and the pillar 1 of ground for adopting the fixing steel concrete of sill anchor to be made into, pillar 1 are on the latticed ground that is distributed in house yet to be built periphery; Be fixed with rectangle steel column 3 by bolt 4 on the pillar 1, be provided with base in the lower end and the contact position, ground of pillar 1, rectangle steel column 3 is connected on the base, is laid with some bolts 4 on base, and is provided with reinforcing rib 31 between the sidewall of rectangle steel column 3 and the base; And the rectangle steel column 3 of lower floor interconnects by the rectangle steel column 3 of first sleeve 32 with last layer, around first sleeve 32 of the joint of two rectangle steel columns 3, be evenly equipped with some bolts 4, bolt 4 is fixedlyed connected two rectangle steel columns 3 with first sleeve 32, be fixed with the gooseneck 2 that H shaped steel is made on the rectangle steel column 3, second sleeve 33 by some bolt between gooseneck 2 and the rectangle steel column 3 is connected, by some bolt gripper shoe 34 is arranged on the sidewall of second sleeve 33, gripper shoe 34 comprises utilizes the base plate 341 of bolt on second sleeve, 33 sidewalls, be vertically set on the vertical panel 342 on the base plate 341, gooseneck 2 is fixed on the vertical panel 342 by bolt 4, described rectangle steel column 3 constitutes structural framing with gooseneck 2 combination backs, rectangle steel column 3 upper fixed in the superiors have back timber 6, back timber 6 utilizes bolt 4 to be fixed on the rectangle steel column 3, and back timber 6 is by roof beam steel pipe 62, the cant beam 61 that is fixed on the roof beam steel pipe 62 is formed with the vertical junction plate 63 that is arranged on cant beam 61 tops.Pass through on the vertical junction plate 63 fixedly connected between the back timber 6; Some rectangle steel columns 3 and gooseneck 2 combinations are as main framework, and rectangle steel column 3 forms walls with the gooseneck 2 fixing respective plates that go up, and fixing respective plates between the gooseneck 2 forms floor, and fixing respective plates between the back timber 6 forms the roof.
Claims (3)
1. intelligent steel structure earthquake-resistant villa, comprise ground, be connected with structural framing on the ground, be respectively arranged with metope on the structural framing, floor and roof, it is characterized in that: the pillar that described ground is made by steel concrete (1) constitutes, pillar (1) adopts the pin crab-bolt to fix, pillar (1) is evenly distributed on the ground, on pillar (1), be provided with the rectangle steel column (3) that connects by bolt (4), be provided with reinforcing rib (31) between the base of rectangle steel column (3) and pillar (1), rectangle steel column (3) is connected with the rectangle steel column (3) of last layer by first sleeve (32), be socketed with first sleeve (32) in the joint of two rectangle steel columns (3), fixedly connected with rectangle steel column (3) by bolt (4) around first sleeve (32), be fixed with the gooseneck (2) that H shaped steel is made on the rectangle steel column (3), rectangle steel column (3) is provided with second sleeve (33) by bolt, the sidewall of second sleeve (33) is provided with fixedly connected gripper shoe (34), gooseneck (2) is fixing by bolt (4) and gripper shoe (34), on the rectangle steel column (3) of the superiors, be fixed with back timber (6), described rectangle steel column (3) constitutes structural framing with gooseneck (2) combination back, rectangle steel column (3) forms wall with the fixing respective plates that goes up of gooseneck (2), fixing respective plates between the gooseneck (2), form floor, fixing respective plates between the back timber (6) forms the roof.
2. intelligent steel structure earthquake-resistant villa according to claim 1, it is characterized in that: described gripper shoe (34) is made up of base plate (341) and vertical panel (342), vertical panel (342) is connected on the base plate (341), and gooseneck (2) is fastened on the vertical panel (342) by bolt (4).
3. intelligent steel structure earthquake-resistant villa according to claim 2 is characterized in that: described back timber (6) is made up of the vertical junction plate (63) that is bolted to roof beam steel pipe (62) on the rectangle steel column (3), is fixed on the cant beam (61) on the roof beam steel pipe (62) and is arranged on cant beam (61) top.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220635658 CN203080965U (en) | 2012-11-27 | 2012-11-27 | Intelligent steel structure anti-seismic villa |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220635658 CN203080965U (en) | 2012-11-27 | 2012-11-27 | Intelligent steel structure anti-seismic villa |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203080965U true CN203080965U (en) | 2013-07-24 |
Family
ID=48826816
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220635658 Expired - Fee Related CN203080965U (en) | 2012-11-27 | 2012-11-27 | Intelligent steel structure anti-seismic villa |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203080965U (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103924797A (en) * | 2014-05-06 | 2014-07-16 | 北京筑福国际工程技术有限责任公司 | Country prefabricated steel structure residence system and construction method thereof |
| CN105386532A (en) * | 2015-12-02 | 2016-03-09 | 梁海森 | Anti-seismic system of antique building structure |
| CN106013846A (en) * | 2016-07-14 | 2016-10-12 | 陈俊虎 | Combined type changeable villa |
| CN106759934A (en) * | 2017-01-18 | 2017-05-31 | 陕西省建筑设计研究院有限责任公司 | Steel plate concrete shear wall and beam sleeve for connection connector and its installation method |
| CN106988425A (en) * | 2017-03-09 | 2017-07-28 | 浙江普天集成房屋有限公司 | A kind of thin-walled combines the house of steel construction |
| CN107893481A (en) * | 2017-12-21 | 2018-04-10 | 青岛理工大学 | Full-assembly steel frame structure system with recovery function |
| CN109138175A (en) * | 2018-10-09 | 2019-01-04 | 江阴建禾钢品有限公司 | A kind of steel construction convenient for assembling |
| CN109577482A (en) * | 2018-12-07 | 2019-04-05 | 涡阳县盛鸿科技有限公司 | A kind of assembling type steel structure support body framework system |
| CN112049251A (en) * | 2020-09-09 | 2020-12-08 | 马传钊 | Civil engineering is with assembled steel construction concreting building structure exempts from |
| CN117966907A (en) * | 2024-02-19 | 2024-05-03 | 安徽恒星建设工程有限公司 | Assembled steel structure assembly for building and construction method thereof |
-
2012
- 2012-11-27 CN CN 201220635658 patent/CN203080965U/en not_active Expired - Fee Related
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103924797A (en) * | 2014-05-06 | 2014-07-16 | 北京筑福国际工程技术有限责任公司 | Country prefabricated steel structure residence system and construction method thereof |
| CN103924797B (en) * | 2014-05-06 | 2016-08-24 | 北京筑福国际工程技术有限责任公司 | Rural area assembling type steel structure dwelling house system and construction method |
| CN105386532A (en) * | 2015-12-02 | 2016-03-09 | 梁海森 | Anti-seismic system of antique building structure |
| CN106013846A (en) * | 2016-07-14 | 2016-10-12 | 陈俊虎 | Combined type changeable villa |
| CN106759934A (en) * | 2017-01-18 | 2017-05-31 | 陕西省建筑设计研究院有限责任公司 | Steel plate concrete shear wall and beam sleeve for connection connector and its installation method |
| CN106988425A (en) * | 2017-03-09 | 2017-07-28 | 浙江普天集成房屋有限公司 | A kind of thin-walled combines the house of steel construction |
| CN107893481A (en) * | 2017-12-21 | 2018-04-10 | 青岛理工大学 | Full-assembly steel frame structure system with recovery function |
| CN107893481B (en) * | 2017-12-21 | 2019-03-15 | 青岛理工大学 | Full-assembly steel frame structure system with recovery function |
| CN109138175A (en) * | 2018-10-09 | 2019-01-04 | 江阴建禾钢品有限公司 | A kind of steel construction convenient for assembling |
| CN109138175B (en) * | 2018-10-09 | 2023-12-22 | 江阴建禾钢品有限公司 | Steel construction convenient to equipment |
| CN109577482A (en) * | 2018-12-07 | 2019-04-05 | 涡阳县盛鸿科技有限公司 | A kind of assembling type steel structure support body framework system |
| CN112049251A (en) * | 2020-09-09 | 2020-12-08 | 马传钊 | Civil engineering is with assembled steel construction concreting building structure exempts from |
| CN117966907A (en) * | 2024-02-19 | 2024-05-03 | 安徽恒星建设工程有限公司 | Assembled steel structure assembly for building and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130724 Termination date: 20131127 |