CN202865990U - Novel steel structure building system - Google Patents
Novel steel structure building system Download PDFInfo
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- CN202865990U CN202865990U CN 201220496234 CN201220496234U CN202865990U CN 202865990 U CN202865990 U CN 202865990U CN 201220496234 CN201220496234 CN 201220496234 CN 201220496234 U CN201220496234 U CN 201220496234U CN 202865990 U CN202865990 U CN 202865990U
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Abstract
A novel steel structure building system comprises a steel tube concrete column, a steel primary beam, a steel secondary beam, a floor slab and a wall face, wherein the floor slab adopts an assembly type steel bar truss floor support plate, the floor support plate comprises a steel bar truss, a profiled steel plate and an assembly connection piece, the profiled steel plate is located below the steel bar truss, the assembly connection piece is respectively connected with the steel bar truss and the profiled steel plate, the wall face adopts a copper clad aluminum (CCA) plate and an aerated concrete composite strip board, the composite strip board comprises an upper layer, a core layer and a lower layer, the upper layer and the lower layer are CCA plates, the core layer is an aerated concrete layer and is covered on the lower layer, and the upper layer is covered on the core layer. The novel steel structure building system is accurate in stress, is simple in connection of construction members, brings convenience to industrialized production, is favorable for reduction of environmental pollution, improves the living environment, and is economical.
Description
Technical field
The utility model belongs to building structure field, especially a kind of steel building system.
Background technology
The construction site cost of labor significantly improves at present, and price of steel product is in the low level level simultaneously, and positive industrial policy is carried out by country in addition, and construction steel structure obtains fast development.Government department has proposed propelling modernization of the housing industry process, the Ministry of Construction also issued " housing building of steel-structure industrialization technology guide rule " in succession, " about advancing the housing industrialization modernization, improve some suggestions of housing quality ", but country has been quantified as implementation and operation to green building subsidy, policy of rewards simultaneously, and these have all formed the overall situation of the good development of steel building.Domestic many steel building pilot projects are launched, but the existing following problem of these pilot project ubiquities: 1. girder steel need to be by satisfying instructions for use after the processing such as anticorrosion, fire prevention, coating in the steel building; 2. the steel building floor adopts profiled sheet-concrete composite floor basically, ubiquity fire prevention or the problem that need to remove because fitting up bed die; 3. build by laying bricks or stones or the wet trade mode at body of wall employing scene, and efficiency is low, does not mate with steel building prefabricated construction speed; 4. do not take into full account the housing construction applicability.A kind of real dwelling house system that can embody the steel work advantage does not also form at present.
Summary of the invention
For connecting complexity, stressed indefinite, the member that overcomes the existing steel structure building system be unfavorable for industrialization production, the shortcoming that environment pollution is larger and less economical.The utility model provide a kind of stressed clear and definite, member connect simple, be convenient to industrialization production, be conducive to environmental contamination reduction, improve dwelling environment, the steel building system of good economy performance.
The technical scheme that its technical problem that solves the utility model adopts is:
A kind of new steel structure building system, comprise steel core concrete column, the steel girder, secondary beam, floor and metope, the two ends of described steel girder are fixedly connected with steel core concrete column respectively, the two ends of described secondary beam are connected with described steel girder respectively, described floor is positioned on described steel girder and the secondary beam, the both sides of described metope are connected with steel core concrete column respectively, described floor adopts type steel bar truss floor support plate, described floor support plate comprises steel bar girder, profiled sheet and assembling connecting piece, described profiled sheet is positioned at the below of described steel bar girder, described assembling connecting piece respectively with steel bar girder, profiled sheet connects; Described metope adopts CCA plate gas concrete composite strip plate, and described composite strip plate comprises upper strata, sandwich layer and lower floor, and described the upper and lower are the CCA plate, and described sandwich layer is the gas concrete layer, and described sandwich layer covers in the lower floor, and described upper strata covers on the sandwich layer.
Further, described girder steel is the H section steel beam, and described steel core concrete column is the rectangular steel pipe of interior filling strong concrete, and described H section steel beam is connected with described rectangular steel pipe by bean column node.
The beneficial effects of the utility model are mainly manifested in: 1, adopt steel as building frame fully, bearing capacity is high, and shock resistance is good, and from heavy and light, quick construction is convenient, and environmental contamination reduction improves dwelling environment, good economy performance.
2, can realize the whole produce in factory of member, the on-the-spot installation accelerated speed of application.
3, floor adopts type steel bar truss floor support plate, and the form of construction work of assemblingization can significantly shorten field engineering duration, saving resource and investment, construction is simple, waste material is few, and is little to the pollution of environment, and can improve workmanship; Floorslab concrete is cast-in-place, and structural integrity is good.
4, CCA plate gas concrete composite strip plate adopts taking novel filling material, and little, the anti-contractility of the distortion of sheet material is strong; Wall construction assemblingization degree height, on-the-spot dry construction, strength of wall body height, soundproof effect is good, fireproof performance is good, the smooth finishing of being convenient to of appearance, and discarded object is few, is green structural material.
Description of drawings
Fig. 1 is steel core concrete column and steel beam connecting joint schematic perspective view in the utility model;
Fig. 2 is steel core concrete column and steel beam connecting joint sectional drawing in the utility model;
Fig. 3 supports and the beam-column connection structure chart in the utility model;
Fig. 4 is the utility model type steel bar truss floor support plate structure chart, and wherein (a) is sectional drawing, (b) is elevation;
Fig. 5 is the utility model CCA plate gas concrete composite strip plate stereogram;
The specific embodiment
Below in conjunction with accompanying drawing the utility model is further described.
With reference to Fig. 1～Fig. 5, a kind of steel building system, comprise steel core concrete column 2, steel girder 1, secondary beam 10, floor and metope, the two ends of described steel girder 1 are fixedly connected with steel core concrete column 2 respectively, the two ends of described secondary beam 10 are connected with described steel girder 1 respectively, described floor is positioned on described steel girder 1 and the secondary beam 10, the both sides of described metope are connected with steel core concrete column 2 respectively, described floor adopts type steel bar truss floor support plate, described floor support plate comprises steel bar girder 7, profiled sheet 6 and assembling connecting piece 12, described profiled sheet 6 is positioned at the below of described steel bar girder 7, described assembling connecting piece 12 respectively with steel bar girder, profiled sheet connects; Described metope adopts CCA plate gas concrete composite strip plate, described composite strip plate comprises upper strata 8, sandwich layer 9 and lower floor, and described upper strata 8 and lower floor are the CCA plate, and described sandwich layer 9 is the gas concrete layer, described sandwich layer covers in the lower floor, and described upper strata covers on the sandwich layer.
In the present embodiment, girder steel 1 is the H section steel beam, fills with the rectangular steel pipe of strong concrete in steel core concrete column 2 adopts; The bean column node place is provided with overhanging diaphragm 3, and overhanging diaphragm 3 rectangular steel-tube concrete column l are affixed, and overhanging diaphragm 3 comprises upper and lower overhanging diaphragm, and upper and lower overhanging diaphragm 3 is affixed with the upper and lower edge of a wing of H section steel beam 2.Support 5 ends and be fixed on the support and connection plate 4, support and connection plate 4 is fixed on rectangular steel-tube concrete column 2 and the girder steel 1.
Floor adopts type steel bar truss floor support plate, and floor support plate comprises steel bar girder 7, profiled sheet 6, and floor support plate is supported on girder steel 2 or the precast concrete secondary beam 8, and cast-in-place concrete forms floor.
Body of wall is CCA plate gas concrete composite strip plate, comprises panel 8 and light filler 9, and batten and floor, ground, beam, post are connected and fixed, and will connect joint treatment again, forms any surface finish, smooth monolithic body of wall.
Claims (2)
1. new steel structure building system, comprise steel core concrete column, the steel girder, secondary beam, floor and metope, the two ends of described steel girder are fixedly connected with steel core concrete column respectively, the two ends of described secondary beam are connected with described steel girder respectively, described floor is positioned on described steel girder and the secondary beam, the both sides of described metope are connected with steel core concrete column respectively, it is characterized in that: described floor adopts type steel bar truss floor support plate, described floor support plate comprises steel bar girder, profiled sheet and assembling connecting piece, described profiled sheet is positioned at the below of described steel bar girder, described assembling connecting piece respectively with steel bar girder, profiled sheet connects; Described metope adopts CCA plate gas concrete composite strip plate, and described composite strip plate comprises upper strata, sandwich layer and lower floor, and described the upper and lower are the CCA plate, and described sandwich layer is the gas concrete layer, and described sandwich layer covers in the lower floor, and described upper strata covers on the sandwich layer.
2. new steel structure building system as claimed in claim 1, it is characterized in that: described girder steel is the H section steel beam, and described steel core concrete column is the rectangular steel pipe of interior filling strong concrete, and described H section steel beam is connected with described rectangular steel pipe by bean column node.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220496234 CN202865990U (en) | 2012-09-26 | 2012-09-26 | Novel steel structure building system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220496234 CN202865990U (en) | 2012-09-26 | 2012-09-26 | Novel steel structure building system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202865990U true CN202865990U (en) | 2013-04-10 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220496234 Expired - Lifetime CN202865990U (en) | 2012-09-26 | 2012-09-26 | Novel steel structure building system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202865990U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102979161A (en) * | 2012-09-26 | 2013-03-20 | 浙江杭萧钢构股份有限公司 | Novel steel structure building system |
| CN105649249A (en) * | 2015-12-31 | 2016-06-08 | 扬州大学 | Bidirectional profiled steel sheet and concrete composite floor slab internally provided with hollow circular steel pipes |
| CN107217772A (en) * | 2017-05-24 | 2017-09-29 | 武汉理工大学 | Lattice two-way beam composite floor and its construction method |
| CN110258885A (en) * | 2019-07-02 | 2019-09-20 | 长沙而道新能源科技有限公司 | A kind of bidirectional stress truss floor support plate of green energy conservation |
-
2012
- 2012-09-26 CN CN 201220496234 patent/CN202865990U/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102979161A (en) * | 2012-09-26 | 2013-03-20 | 浙江杭萧钢构股份有限公司 | Novel steel structure building system |
| CN105649249A (en) * | 2015-12-31 | 2016-06-08 | 扬州大学 | Bidirectional profiled steel sheet and concrete composite floor slab internally provided with hollow circular steel pipes |
| CN107217772A (en) * | 2017-05-24 | 2017-09-29 | 武汉理工大学 | Lattice two-way beam composite floor and its construction method |
| CN110258885A (en) * | 2019-07-02 | 2019-09-20 | 长沙而道新能源科技有限公司 | A kind of bidirectional stress truss floor support plate of green energy conservation |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee |
Owner name: HANGXIAO STEEL COMPONENT CO., LTD. Free format text: FORMER NAME: ZHEJIANG HANGXIAO STEEL STRUCTURE CO., LTD. |
|
| CP01 | Change in the name or title of a patent holder |
Address after: 311217 Xinjie Town, Xiaoshan District, Zhejiang, Hangzhou Patentee after: HANGXIAO STEEL STRUCTURE Co.,Ltd. Address before: 311217 Xinjie Town, Xiaoshan District, Zhejiang, Hangzhou Patentee before: ZHEJIANG HANGXIAO STEEL STRUCTURE Co.,Ltd. |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20130410 |