CN205894370U - Steel framework composition steel sheet shear wall structure system in steel construction house - Google Patents
Steel framework composition steel sheet shear wall structure system in steel construction house Download PDFInfo
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- CN205894370U CN205894370U CN201620903201.7U CN201620903201U CN205894370U CN 205894370 U CN205894370 U CN 205894370U CN 201620903201 U CN201620903201 U CN 201620903201U CN 205894370 U CN205894370 U CN 205894370U
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- shearing force
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Abstract
The utility model discloses a steel framework composition steel sheet shear wall structure system in steel construction house, the vertical member in the characterized by structure system is steel core concrete column and the local combination steel sheet shear force wall that sets up, connects to form spatial structure atress system through the girder steel between vertical member, the cross sectional shape of combination steel sheet shear force wall is various ways such as " one " word and " worker " word, combination steel sheet shear force wall uses the square steel tube as the end plate, uses steel sheet steel bar truss unit as the wallboard, and is closed in the formation of the both ends of wallboard as the square pipe welding of end plate, deposit concrete in the cavity in square steel tube and steel sheet steel bar truss unit. The utility model discloses can replace traditional reinforced concrete shear wall structure, realize arranging the flexibility of the residential housing interior space, especially solve the indoor projection problem of traditional steel construction system.
Description
Technical field
This utility model is related to a kind of structural system of steel frame combined steel plate shearing force wall in steel house, especially uses
The structural system of the steel frame combined steel plate shearing force wall in how high-rise civilian housing building of steel-structure.
Background technology
Steel Housing Industrialization is the scientific and technological problem of country's emphasis tackling key problem in residential construction area, for keeping ecological literary composition
Bright, Development of Green Building, increases steel usage amount in residential construction area, development Steel Housing Industrialization will be imperative.
Steel construction, as the green product in building trade, can make full use of the superior mechanical property of steel, meets the long-term of country
The strategy and policy of sustainable development.
With regard to steel frame, steel frame support, steel frame Core Walls Structure, and steel frame steel plate shear force wall in the existing specification of China
The versions such as structural system, it is applied and there are indoor projection in residential construction, steel using amount is big, construction cost is high etc.
The residential housing of deficiency, especially steel structure system at this stage, its cost is higher can not be by construction unit and unit in charge of construction
Accepted, hindered promotion and the development of steel house.
Utility model content
This utility model is for avoiding the weak point in the presence of above-mentioned existing Steel Risidential Building System, carrying
For steel frame combined steel plate shearing force wall structural system in a kind of steel house, indoor in conventional building construction system to solving
The problem of projection, meanwhile, the house mode of production is built in the industrialization that achievable agent structure steel beam column concentrates on processing factory's processing,
Reduce the integrated cost of engineering.
This utility model is to solve technical problem to adopt the following technical scheme that
Being structurally characterized in that of steel frame combined steel plate shearing force wall structural system in this utility model steel house: described knot
Vertical member in structure system is steel core concrete column and the combined steel plate shearing force wall of local setting, passes through between vertical member
Girder steel connects composition new spatial structure system；The cross sectional shape of described combined steel plate shearing force wall be " one " font, " work " font,
" t " font, " c " font, " ten " font and/or " l " type；Described combined steel plate shearing force wall is with square steel tube as end plate, is with steel
Slab muscle truss element is wallboard, and the square steel tube as end plate is welded on the two ends of wallboard and forms closing, in described square steel tube and
Cast concrete in cavity in steel plate steel bar girder unit.
In this utility model steel house, the construction featuress of steel frame combined steel plate shearing force wall structural system lie also in: institute
Stating steel plate steel bar girder unit is to be welded with spaced apart each plane steel bar girder between two blocks of steel plates and forms；Described each
Plane steel bar girder is to be bent into waveform by reinforcing bar by 45° angle degree, welds with two blocks of steel plates respectively in bending part, each road reinforcing bar exists
It is arranged in parallel between two blocks of steel plates.
In this utility model steel house, the construction featuress of steel frame combined steel plate shearing force wall structural system lie also in: institute
Stating girder steel is H type girder steel or steel beam with box shape.
Compared with the prior art, this utility model has the beneficial effect that:
1st, this utility model structural system can replace traditional reinforced concrete shear wall structure, realizes to residential housing
The flexible arrangement of the interior space, efficiently solves the problems, such as the indoor projection of traditional steel structure system；Inside combined steel plate shearing force wall
Setting steel bar girder, takes full advantage of the superior mechanical property of steel, improves anti-seismic performance；The body junction of combined steel plate shearing force wall
Structure steel beam column can realize the intensive mode of production of processing factory's processing, can effectively push sending out of Steel Housing Industrialization
Exhibition, the mode of production realizing building industrialization builds house；
2nd, this utility model is suitable to industrialization processing, the achievable robot manipulation of site operation concentrating, and effectively reduces work
The integrated cost of journey.
3rd, this utility model can not use timber, make steel reusable edible, environmental protection, reduce building waste, fall
Low environment pollution, social and economic benefits and good.
Brief description
Fig. 1 is this utility model steel structure system floor map；
Fig. 2 is this utility model light plate steel bar girder unit elevational schematic view；
Fig. 3 is " one " font combined steel plate shearing force wall floor map in this utility model；
Fig. 4 is " t " font combined steel plate shearing force wall floor map in this utility model；
Fig. 5 is " ten " font combined steel plate shearing force wall floor map in this utility model；
Fig. 6 is " l " font combined steel plate shearing force wall floor map in this utility model；
Fig. 7 is " c " font combined steel plate shearing force wall floor map in this utility model；
Fig. 8 is " work " font combined steel plate shearing force wall floor map in this utility model.
In figure label: 1 steel plate, 2 reinforcing bars, 3 concrete, 4 square steel tubes, 5 combined steel plate shearing force walls, 6 steel core concrete columns, 7
Girder steel, 9 steel plate steel bar girder units.
Specific embodiment
Referring to Fig. 1 and Fig. 2, the structure of steel frame combined steel plate shearing force wall structural system in steel house in the present embodiment
Form is: the vertical member in structural system is steel core concrete column 6 and the combined steel plate shearing force wall 5 of local setting, vertical
Pass through girder steel 7 between component and connect composition new spatial structure system；The cross sectional shape of combined steel plate shearing force wall 5 is shown in Fig. 3
" one " font, " work " font shown in Fig. 8, " t " font shown in Fig. 4, " c " font shown in Fig. 7, " ten " shown in Fig. 5
Font, and/or " l " type shown in Fig. 6.
As shown in Figures 2 and 3, the combined steel plate shearing force wall 5 in the present embodiment is with square steel tube 4 as end plate, is with steel plate
Steel bar girder unit 9 be wallboard, as end plate square steel tube 4 be welded on wallboard two ends formed closing, thus constituting combination steel
The overall structure framework of plate shear wall 5, pours into a mould concrete 3 in the cavity in square steel tube 4 and steel plate steel bar girder unit 9.
In being embodied as, as shown in Figures 2 and 3, steel plate steel bar girder unit 9 be welded between two blocks of steel plates 1 between
Form every each plane steel bar girder of arrangement；Each plane steel bar girder is to be bent into waveform, waveform by reinforcing bar 2 by 45° angle degree
Reinforcing bar 2 is in vertically arranged, welds with two blocks of steel plates 1 respectively in the bending part of waveform reinforcing bar 2；Girder steel 7 is H type girder steel or box steel
Beam, is welded by girder steel 7 between vertical member or is attached using high-strength bolt to form space frame structure body
System.
In the present embodiment, combined steel plate shearing force wall 5, steel core concrete column 6 and girder steel 7 are all to concentrate in workshop to add
Work, transports to scene and carries out lifting and the splicing of structural elements, forms space structure stress system, to structural elements
Between carry out position dimension correction and after securing member tightens work, the cavity to combined steel plate shearing force wall 5 and steel core concrete column 6
Internal casting concrete, if complete the installment work of structure dried layer.
Claims (3)
1. steel frame combined steel plate shearing force wall structural system in a kind of steel house, is characterized in that: in described structural system
Vertical member is steel core concrete column (6) and the combined steel plate shearing force wall (5) of local setting, passes through girder steel between vertical member
(7) connect composition new spatial structure system；The cross sectional shape of described combined steel plate shearing force wall (5) is " one " font, " work " word
Type, " t " font, " c " font, " ten " font and/or " l " type；Described combined steel plate shearing force wall (5) is with square steel tube (4) for end
Plate, is with steel plate steel bar girder unit (9) as wallboard, and the two ends that the square steel tube (4) as end plate is welded on wallboard form closing,
Cast concrete (3) in the cavity in described square steel tube (4) and steel plate steel bar girder unit (9).
2. steel frame combined steel plate shearing force wall structural system in steel house according to claim 1, is characterized in that: institute
Stating steel plate steel bar girder unit (9) is to be welded with spaced apart each plane steel bar girder between two pieces of steel plates (1) and forms；
Described each plane steel bar girder is to be bent into waveform by reinforcing bar (2) by 45° angle degree, welds with two pieces of steel plates (1) respectively in bending part
Connect, each road reinforcing bar (2) be arranged in parallel between two pieces of steel plates (1).
3. steel frame combined steel plate shearing force wall structural system in steel house according to claim 1, is characterized in that: institute
Stating girder steel (7) is H type girder steel or steel beam with box shape.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620903201.7U CN205894370U (en) | 2016-08-18 | 2016-08-18 | Steel framework composition steel sheet shear wall structure system in steel construction house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620903201.7U CN205894370U (en) | 2016-08-18 | 2016-08-18 | Steel framework composition steel sheet shear wall structure system in steel construction house |
Publications (1)
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| CN205894370U true CN205894370U (en) | 2017-01-18 |
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| CN201620903201.7U Active CN205894370U (en) | 2016-08-18 | 2016-08-18 | Steel framework composition steel sheet shear wall structure system in steel construction house |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106193376A (en) * | 2016-08-18 | 2016-12-07 | 安徽富煌建筑设计研究有限公司 | Steel frame combined steel plate shearing force wall structural system in steel house |
| CN107060207A (en) * | 2017-03-22 | 2017-08-18 | 赵东昕 | A kind of Multi-cavity steel tubing string |
| CN107558631A (en) * | 2017-08-30 | 2018-01-09 | 中建七局安装工程有限公司 | One kind wears muscle anchoring concrete-filled steel tube shear wall fabricated construction |
| CN108286293A (en) * | 2018-04-24 | 2018-07-17 | 江苏建筑职业技术学院 | A kind of modularization steel house and its construction method |
-
2016
- 2016-08-18 CN CN201620903201.7U patent/CN205894370U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106193376A (en) * | 2016-08-18 | 2016-12-07 | 安徽富煌建筑设计研究有限公司 | Steel frame combined steel plate shearing force wall structural system in steel house |
| CN107060207A (en) * | 2017-03-22 | 2017-08-18 | 赵东昕 | A kind of Multi-cavity steel tubing string |
| CN107558631A (en) * | 2017-08-30 | 2018-01-09 | 中建七局安装工程有限公司 | One kind wears muscle anchoring concrete-filled steel tube shear wall fabricated construction |
| CN108286293A (en) * | 2018-04-24 | 2018-07-17 | 江苏建筑职业技术学院 | A kind of modularization steel house and its construction method |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |