CN1635252A - Steel structure dwelling house assembly - Google Patents
Steel structure dwelling house assembly Download PDFInfo
- Publication number
- CN1635252A CN1635252A CN 200310122950 CN200310122950A CN1635252A CN 1635252 A CN1635252 A CN 1635252A CN 200310122950 CN200310122950 CN 200310122950 CN 200310122950 A CN200310122950 A CN 200310122950A CN 1635252 A CN1635252 A CN 1635252A
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- steel
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- girder
- floor
- support
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 95
- 239000010959 steel Substances 0.000 title claims abstract description 95
- 235000010627 Phaseolus vulgaris Nutrition 0.000 claims abstract description 7
- 244000046052 Phaseolus vulgaris Species 0.000 claims abstract description 7
- 238000009415 formwork Methods 0.000 claims description 13
- 239000000945 filler Substances 0.000 claims description 8
- 239000000463 material Substances 0.000 claims description 3
- 239000002344 surface layer Substances 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 9
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 abstract 1
- 230000015572 biosynthetic process Effects 0.000 description 2
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000003756 stirring Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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Abstract
The invention relates to a steel construction residential building assembly, comprising steel pipe concrete columns, girder steels, supports, beam column connected nodes of girder steel and steel pipe concrete column, connected nodes of support and bean column, floor plate and wall, the floor plated is lay on the girder steel, the wall is arranged between the clumns, the column is made by built-in strong concrete rectangular pipe, beam is of H-shaped steel beem, the floor is of self-supporting type template concrete floor, the self-supporting type template comprises the fixing reinforcing steel bar truss and profiling steel plate; and the wall is of cast-in-site integral lightweight wall. The invention has advantages of simple construction, easy production, less pollution, and good economical efficiency.
Description
(1) technical field
The invention belongs to building structure field, especially a kind of steel house assembly.
(2) background technology
China from output of steel break through hundred million tons and carry out rationally utilize the policy of steel and active adoption steel work since, construction steel structure obtains fast development.Under this good environment, government department has proposed propelling modernization of the housing industry process, and the Ministry of Construction has also issued " housing building of steel-structure industrialization technology guide rule " in succession, has formed the overall situation of the good development of steel house.Many steel house pilot projects are extensively launched.Generally speaking, the existing following problem of pilot project ubiquity: 1. structural system, connected node do not have big breakthrough; 2. wallboard adopts prefabrication, site assembly, and the tightness of wallboard is not good; 3. except that part engineering floor adopted the close rib composite floor system of two-way light steel, other lacked innovation; 4. do not take into full account the building applicability; 5. in order to satisfy fire protection requirement, adopt the reinforcing bar concrete, it is loaded down with trivial details and uneconomical to construct.A kind of real steel house that can embody the steel work advantage does not also have at present.
(3) summary of the invention
That stressed indeterminate, the member that the present invention is intended to overcome the existing steel structure dwelling house system connects is complicated, the construction trouble, be unfavorable for industrialization production, the shortcoming that environment pollution is bigger and less economical.The invention provides a kind of stressed clear and definite, member and connect simple, convenient and quick construction, be convenient to industrialization production, help reducing environment pollution, improve dwelling environment, the steel house assembly of good economy performance.
The technical solution adopted for the present invention to solve the technical problems is:
A kind of steel house assembly, comprise connected node, floor and body of wall between beam-column connection, support and the beam column of steel core concrete column, girder steel, support, girder steel and steel core concrete column, floor is layed on the described girder steel, body of wall is arranged between the described post, and described steel core concrete column adopts the rectangular steel pipe of built-in strong concrete; Described beam is the H section steel beam; Described floor adopts the self-supported formwork concrete floor, and described self-supported formwork comprises steel bar girder, profiled sheet, and described steel bar girder and profiled sheet are affixed; Described body of wall is cast-in-place monolithic lightweight body of wall, adopts lightgage steel joist as column, and external application sheet material surface layer fills light filler in its cavity.
Described beam-column connection can adopt through stay bolt connected mode, and the girder steel end is fixed on the end plate, and described end plate is connected with described rectangular steel-tube concrete column by stay bolt, and described stay bolt runs through described rectangular steel-tube concrete column; The node of described support and beam column adopts through stay bolt connected mode, described supporting base end portion is fixed on the support and connection plate, described support and connection plate is fixed on the end plate, described girder steel is fixed on the described end plate, described end plate is connected with described rectangular steel-tube concrete column by stay bolt, and described stay bolt runs through described rectangular steel-tube concrete column.
Described bean column node also can adopt overhanging diaphragm connected mode, and the bean column node place is provided with overhanging diaphragm, and described overhanging diaphragm center punches and be affixed with rectangular steel-tube concrete column, and the edge of a wing of described overhanging diaphragm and described girder steel is affixed; The node of described support and beam column adopts overhanging diaphragm connected mode, described supporting base end portion is fixed on the support and connection plate, described support and connection plate is fixed on rectangular steel-tube concrete column and the girder steel, in the rectangular steel-tube concrete column of support and connection plate upper end, interior diaphragm is set, has round hole on the described interior diaphragm.
The beneficial effect of steel house assembly of the present invention mainly shows:
1, adopt steel as building frame fully, the bearing capacity height, shock resistance is good, and from heavy and light, quick construction is convenient, reduces environment pollution, improves dwelling environment, good economy performance;
2, can realize whole produce in factory, the on-the-spot installation accelerated speed of application, and simultaneously, floor and wallboard adopt cast-in-situ concrete, good integrity;
3, beam, support and rectangle steel tubing string adopt the connected mode of through high-strength bolt, make simple, easy construction, node ductility is good;
4, beam, support and rectangle steel tubing string also can adopt the connected mode of overhanging diaphragm, the industrialization level height, and easily manufactured, power transmission is clear and definite;
5, floor adopts the self-supported formwork concrete floor, significantly the reduction of erection time, save resource and investment, construction is simple, waste material is few, and is little to the pollution of environment, and can improve workmanship, improve the functional performance of floor;
6, cast-in-place monolithic lightweight integrality of wall can be good, the intensity height, and soundproof effect is good; Appearance is smooth, is convenient to finishing; Fireproof performance is good, and the wall cavity interior conduit lays conveniently; Site operation is convenient, and discarded object is few, is green structural material.
(4) description of drawings
Fig. 1 is the through high-strength bolt connected node structure chart of post of the present invention and girder steel;
Fig. 2 is the overhanging diaphragm connected node structure chart of post of the present invention and girder steel;
Fig. 3 is the sectional drawing of the overhanging diaphragm connected node of post of the present invention and girder steel;
Fig. 4 is the structure chart of support of the present invention and the through high-strength bolt connected node of beam column;
Fig. 5 is support of the present invention and the overhanging diaphragm connected node of beam column structure chart;
Fig. 6 is a self-supported formwork elevation of the present invention;
Fig. 7 is a self-supported formwork sectional drawing of the present invention;
Fig. 8 is the cast-in-place monolithic lightweight of a present invention body of wall stereogram;
Fig. 9 is the general structure floor map of steel house assembly of the present invention.
(5) specific embodiment
Below in conjunction with accompanying drawing the present invention is further described.
With reference to accompanying drawing, a kind of steel house assembly, comprise steel core concrete column 1, girder steel 2, support 6, connected node, floor 14 and body of wall 15 between bean column node, support 6 and the beam column of steel core concrete column 1 and girder steel 2, floor 14 is layed on the girder steel, body of wall 15 is arranged between the post.
Steel core concrete column 1 adopts the rectangular steel pipe of built-in strong concrete, and girder steel 2 is H section steel beams; Girder steel 2 ends are fixed on the end plate 3, and end plate 3 is connected with rectangular steel-tube concrete column 1 by stay bolt 4, and stay bolt 4 runs through rectangular steel-tube concrete column 1; Support 6 ends and be fixed on the support and connection plate 7, support and connection plate 7 is fixed on the end plate 3, and girder steel 2 is fixed on the end plate 3, and end plate 3 is connected with rectangular steel-tube concrete column 1 by stay bolt 4, and stay bolt 4 runs through rectangular steel-tube concrete column 1.
Floor 14 adopts the self-supported formwork concrete floor, and self-supported formwork comprises steel bar girder 9, profiled sheet 10, and self-supported formwork is supported on the girder steel 2, and job-poured concrete forms floor.
Body of wall 15 is cast-in-place monolithic lightweight bodies of wall, comprises lightgage steel joist 11, panel 12 and light filler 13, and with lightgage steel joist 11 and floor, ground, beam, post connects, and is fixing; Panel 12 is fixed on the keel 11; Open circular hole successively between two centre keels of top, the light filler 13 that will stir by compression pump pours into cavity; Treat the cast-in-place monolithic body of wall of the fixed formation of light filler.
With reference to accompanying drawing, a kind of steel house assembly, comprise steel core concrete column 1, girder steel 2, support 6, connected node, floor 14 and body of wall 15 between bean column node, support 6 and the beam column of steel core concrete column 1 and girder steel 2, floor 14 is layed on the girder steel, body of wall 15 is arranged between the post.
Steel core concrete column 1 adopts the rectangular steel pipe of built-in strong concrete, and girder steel 2 is H section steel beams; The bean column node place is provided with overhanging diaphragm 5, and overhanging diaphragm 5 centers punch and be affixed with rectangular steel-tube concrete column 1, and overhanging diaphragm 5 comprises upper and lower overhanging diaphragm, and the upper and lower edge of a wing of upper and lower overhanging diaphragm and H section steel beam 2 is affixed.Support 6 ends and be fixed on the support and connection plate 7, support and connection plate 7 is fixed on rectangular steel-tube concrete column 1 and the girder steel 2, and diaphragm 8 in being provided with in the rectangular steel-tube concrete column of support and connection plate 7 upper ends has round hole on the interior diaphragm 8.
Floor 14 adopts the self-supported formwork concrete floor, and self-supported formwork comprises steel bar girder 9, profiled sheet 10, and self-supported formwork is supported on the girder steel 2, and job-poured concrete forms floor.
Body of wall 15 is cast-in-place monolithic lightweight bodies of wall, comprises lightgage steel joist 11, panel 12 and light filler 13, and with lightgage steel joist 11 and floor, ground, beam, post connects, and is fixing; Panel 12 is fixed on the keel 11; Open circular hole successively between two centre keels of top, the light filler 13 that will stir by compression pump pours into cavity; Treat the cast-in-place monolithic body of wall of the fixed formation of light filler.
Claims (3)
1, a kind of steel house assembly, comprise connected node, floor and body of wall between beam-column connection, support and the beam column between steel core concrete column, girder steel, support, girder steel and the steel core concrete column, floor is layed on the described girder steel, body of wall is arranged between the described post, it is characterized in that:
Described post adopts the rectangular steel pipe of built-in strong concrete;
Described beam is the H section steel beam;
Described floor adopts the self-supported formwork concrete floor, and described self-supported formwork comprises steel bar girder, profiled sheet, and described steel bar girder and profiled sheet are affixed;
Described body of wall is cast-in-place monolithic lightweight body of wall, adopts lightgage steel joist as column, and external application sheet material surface layer fills light filler in its cavity.
2, steel house assembly as claimed in claim 1, it is characterized in that: the girder steel end is fixed on the end plate, and described end plate is connected with described rectangular steel-tube concrete column by stay bolt, and described stay bolt runs through described rectangular steel-tube concrete column;
Described supporting base end portion is fixed on the support and connection plate, described support and connection plate is fixed on the end plate, described girder steel is fixed on the described end plate, described end plate is connected with described rectangular steel-tube concrete column by stay bolt, and described stay bolt runs through described rectangular steel-tube concrete column.
3, steel house assembly as claimed in claim 1, it is characterized in that: described bean column node place is provided with overhanging diaphragm, described overhanging diaphragm center punches and is affixed with rectangular steel-tube concrete column, and the edge of a wing of described overhanging diaphragm and described girder steel is affixed;
Described supporting base end portion is fixed on the support and connection plate, and described support and connection plate is fixed on rectangular steel-tube concrete column and the girder steel, in the rectangular steel-tube concrete column of support and connection plate upper end interior diaphragm is set, and has round hole on the described interior diaphragm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2003101229503A CN100351485C (en) | 2003-12-27 | 2003-12-27 | Steel structure dwelling house assembly |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2003101229503A CN100351485C (en) | 2003-12-27 | 2003-12-27 | Steel structure dwelling house assembly |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1635252A true CN1635252A (en) | 2005-07-06 |
| CN100351485C CN100351485C (en) | 2007-11-28 |
Family
ID=34844687
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2003101229503A Expired - Lifetime CN100351485C (en) | 2003-12-27 | 2003-12-27 | Steel structure dwelling house assembly |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN100351485C (en) |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101793059A (en) * | 2010-03-17 | 2010-08-04 | 西南科技大学 | Cold bending thin-wall steel beam column node |
| CN101748903B (en) * | 2009-12-31 | 2011-11-23 | 宝业集团浙江建设产业研究院有限公司 | Structural system of industrial low storied dwelling |
| CN102900150A (en) * | 2012-09-26 | 2013-01-30 | 浙江杭萧钢构股份有限公司 | Steel structure building system |
| 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 |
| CN103850347A (en) * | 2014-01-15 | 2014-06-11 | 浙江杭萧钢构股份有限公司 | Steel pipe bundle combined structure system for industrial residential building |
| CN103850348A (en) * | 2014-01-15 | 2014-06-11 | 浙江杭萧钢构股份有限公司 | Industrial steel tube bindle composite structure building system |
| CN105888070A (en) * | 2016-03-03 | 2016-08-24 | 江苏新思路投资有限公司 | Building method of modularized building |
| CN105888057A (en) * | 2016-03-03 | 2016-08-24 | 江苏新思路投资有限公司 | Modularized building |
| CN107476446A (en) * | 2017-09-15 | 2017-12-15 | 杭州铁木辛柯建筑结构设计事务所有限公司 | The banding heavier-duty node that H profile steel beam is connected with wide steel core concrete column short side |
| CN108867871A (en) * | 2018-09-04 | 2018-11-23 | 中冶建筑研究总院有限公司 | A kind of adjustable beam-to-column joint structure of rigidity for steel construction and Housing Structure System |
| CN115653123A (en) * | 2022-10-28 | 2023-01-31 | 广西北投产城投资集团有限公司 | Novel node of truss type steel reinforced concrete beam-reinforced concrete column |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000186373A (en) * | 1998-12-22 | 2000-07-04 | Hitachi Metals Ltd | Connecting member and connecting structure of steel structure |
| CN2536686Y (en) * | 2002-02-01 | 2003-02-19 | 浙江杭萧钢构股份有限公司 | Floor template combined components |
| CN1380478A (en) * | 2002-04-26 | 2002-11-20 | 天津大学 | Round bar internal support nodal point |
| CN2695543Y (en) * | 2003-12-27 | 2005-04-27 | 浙江杭萧钢构股份有限公司 | Steel structure dwelling house assembling |
-
2003
- 2003-12-27 CN CNB2003101229503A patent/CN100351485C/en not_active Expired - Lifetime
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101748903B (en) * | 2009-12-31 | 2011-11-23 | 宝业集团浙江建设产业研究院有限公司 | Structural system of industrial low storied dwelling |
| CN101793059A (en) * | 2010-03-17 | 2010-08-04 | 西南科技大学 | Cold bending thin-wall steel beam column node |
| CN101793059B (en) * | 2010-03-17 | 2011-09-14 | 西南科技大学 | Cold bending thin-wall steel beam column node |
| CN102900150A (en) * | 2012-09-26 | 2013-01-30 | 浙江杭萧钢构股份有限公司 | Steel structure building system |
| 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 |
| CN103850347A (en) * | 2014-01-15 | 2014-06-11 | 浙江杭萧钢构股份有限公司 | Steel pipe bundle combined structure system for industrial residential building |
| CN103850348A (en) * | 2014-01-15 | 2014-06-11 | 浙江杭萧钢构股份有限公司 | Industrial steel tube bindle composite structure building system |
| CN105888070A (en) * | 2016-03-03 | 2016-08-24 | 江苏新思路投资有限公司 | Building method of modularized building |
| CN105888057A (en) * | 2016-03-03 | 2016-08-24 | 江苏新思路投资有限公司 | Modularized building |
| CN107476446A (en) * | 2017-09-15 | 2017-12-15 | 杭州铁木辛柯建筑结构设计事务所有限公司 | The banding heavier-duty node that H profile steel beam is connected with wide steel core concrete column short side |
| CN108867871A (en) * | 2018-09-04 | 2018-11-23 | 中冶建筑研究总院有限公司 | A kind of adjustable beam-to-column joint structure of rigidity for steel construction and Housing Structure System |
| CN115653123A (en) * | 2022-10-28 | 2023-01-31 | 广西北投产城投资集团有限公司 | Novel node of truss type steel reinforced concrete beam-reinforced concrete column |
Also Published As
| Publication number | Publication date |
|---|---|
| CN100351485C (en) | 2007-11-28 |
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| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| 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. |
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| 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. |
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Granted publication date: 20071128 |