CN2695543Y - Steel structure dwelling house assembling - Google Patents

Steel structure dwelling house assembling Download PDF

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Publication number
CN2695543Y
CN2695543Y CN 200320122925 CN200320122925U CN2695543Y CN 2695543 Y CN2695543 Y CN 2695543Y CN 200320122925 CN200320122925 CN 200320122925 CN 200320122925 U CN200320122925 U CN 200320122925U CN 2695543 Y CN2695543 Y CN 2695543Y
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CN
China
Prior art keywords
steel
column
floor
girder
support
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Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
CN 200320122925
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Chinese (zh)
Inventor
单银木
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Zhejiang Hangxiao Steel Structure Co Ltd
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Zhejiang Hangxiao Steel Structure Co Ltd
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Publication date
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Priority to CN 200320122925 priority Critical patent/CN2695543Y/en
Application granted granted Critical
Publication of CN2695543Y publication Critical patent/CN2695543Y/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

The utility model relates to a steel structure dwelling house assembling, which comprises a steel pipe concrete column, a steel girder, a support, a beam column connecting node arranged between the steel girder and the steel pipe concrete column, a connecting node arranged between the shoring support and the beam column, a floor and a wall body, wherein, the floor is covered on the steel girder, the wall body is arranged among the columns which adopt rectangular steel pipes in which concrete is provided, and the beam is an H-shaped steel girder. The floor is a self-bearing template concrete floor which is composed of a steel bar truss and a profiled steel sheet which are fixedly connected. The wall body is a cast-in-situ integral light wall body. The utility model provides the steel structure dwelling house assembling which is unambiguous in stress, simple in component connection, facile and rapid in construction, convenient in industrialization of the production, and good in economy; the utility model is convenient for reducing environmental contamination and improving the inhabited environment.

Description

The steel house assembly
(1) technical field
The utility model 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 utility model 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 utility model provides a kind of stressed clear and definite, member to connect simple, convenient and quick construction, be convenient to industrialization production, helps reducing environment pollution, improves dwelling environment, the steel house assembly of good economy performance.
The technical scheme that its technical problem that solves the utility model adopts 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 built-in concrete rectangular steel pipe; 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 described in the utility model 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 the utility model post and girder steel;
Fig. 2 is the overhanging diaphragm connected node structure chart of the utility model post and girder steel;
Fig. 3 is the sectional drawing of the overhanging diaphragm connected node of the utility model post and girder steel;
Fig. 4 is the structure chart of the utility model support and the through high-strength bolt connected node of beam column;
Fig. 5 is that the utility model supports and the overhanging diaphragm connected node of beam column structure chart;
Fig. 6 is the utility model self-supported formwork elevation;
Fig. 7 is the utility model self-supported formwork sectional drawing;
Fig. 8 is the cast-in-place monolithic lightweight of a utility model body of wall stereogram;
Fig. 9 is the general structure floor map of the utility model steel house assembly.
(5) specific embodiment
Below in conjunction with accompanying drawing the utility model is further described.
Embodiment 1
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 built-in concrete rectangular steel pipe, 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.
Embodiment 2
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 built-in concrete rectangular steel pipe, 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 built-in concrete rectangular steel pipe;
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,
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 structure of housing 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.
CN 200320122925 2003-12-27 2003-12-27 Steel structure dwelling house assembling Expired - Lifetime CN2695543Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 200320122925 CN2695543Y (en) 2003-12-27 2003-12-27 Steel structure dwelling house assembling

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 200320122925 CN2695543Y (en) 2003-12-27 2003-12-27 Steel structure dwelling house assembling

Publications (1)

Publication Number Publication Date
CN2695543Y true CN2695543Y (en) 2005-04-27

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CN 200320122925 Expired - Lifetime CN2695543Y (en) 2003-12-27 2003-12-27 Steel structure dwelling house assembling

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CN (1) CN2695543Y (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100351485C (en) * 2003-12-27 2007-11-28 浙江杭萧钢构股份有限公司 Steel structure dwelling house assembly
CN102900151A (en) * 2012-09-26 2013-01-30 浙江杭萧钢构股份有限公司 Steel structure building system
CN102900149A (en) * 2012-09-26 2013-01-30 浙江杭萧钢构股份有限公司 Novel steel structure building system
CN104389363A (en) * 2014-11-17 2015-03-04 山东新世纪市政工程股份有限公司 Prefabricated steel structure integrated assembly type green building component and preparation method thereof
CN104481170A (en) * 2014-12-16 2015-04-01 内蒙古杭萧钢构有限公司 Multi-storey and high-rise steel structure house integrated system with pillars and walls in equal thickness
WO2015106475A1 (en) * 2014-01-15 2015-07-23 单银木 Industrialized steel pipe bundle composite structured building system

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100351485C (en) * 2003-12-27 2007-11-28 浙江杭萧钢构股份有限公司 Steel structure dwelling house assembly
CN102900151A (en) * 2012-09-26 2013-01-30 浙江杭萧钢构股份有限公司 Steel structure building system
CN102900149A (en) * 2012-09-26 2013-01-30 浙江杭萧钢构股份有限公司 Novel steel structure building system
WO2015106475A1 (en) * 2014-01-15 2015-07-23 单银木 Industrialized steel pipe bundle composite structured building system
CN104389363A (en) * 2014-11-17 2015-03-04 山东新世纪市政工程股份有限公司 Prefabricated steel structure integrated assembly type green building component and preparation method thereof
CN104481170A (en) * 2014-12-16 2015-04-01 内蒙古杭萧钢构有限公司 Multi-storey and high-rise steel structure house integrated system with pillars and walls in equal thickness

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GR01 Patent grant
C17 Cessation of patent right
CX01 Expiry of patent term

Expiration termination date: 20131227

Granted publication date: 20050427