CN205530820U - Steel construction wall body component with brace of putting more energy into - Google Patents
Steel construction wall body component with brace of putting more energy into Download PDFInfo
- Publication number
- CN205530820U CN205530820U CN201620358746.4U CN201620358746U CN205530820U CN 205530820 U CN205530820 U CN 205530820U CN 201620358746 U CN201620358746 U CN 201620358746U CN 205530820 U CN205530820 U CN 205530820U
- Authority
- CN
- China
- Prior art keywords
- wall
- square
- plate
- steel
- brace
- Prior art date
- 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 - Fee Related
Links
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Abstract
The utility model discloses a steel construction wall body component with brace of putting more energy into, including wall unit and square steel tube, wall unit has a plurality ofly, and every wall unit comprises with the back wallboard vertical parallel arrangement's preceding wallboard, and preceding wallboard is connected through adding the muscle brace with the back wallboard. Between arbitrary two adjacent wall unit, H shaped steel head and the tail through vertical layout are transverse connection in proper order, constitutes the wall body main part. The square steel tube has two, is located the both ends of controlling of wall body main part respectively. The vertical wall unit with being located the first time of square steel tube is connected, and another square steel tube vertical wall unit with being located last precedence be connected. The utility model discloses a steel member factory produced, site assembly construction, the concrete that pour inside be one whole, pours the convenience, need not the formwork, has saved the time of a large amount of plank sheathings and installation and dismantlement template, does not also need the artifical ligature of a large amount of reinforcing bars, can realize industrial production and prefabricated construction, very big improvement building speed.
Description
Technical field
This utility model relates to long strands field, is specifically related to a kind of steel construction wall component with stiffener brace.
Background technology
Shear wall is main lateral resistant member in building structure, is widely used, traditional shearing in structural seismic, wind force proofing design
In wall system, how based on reinforced concrete structure, but, the form of construction work of xoncrete structure needs a large amount of plank sheathings and bamboo glue
The forest reserves are damaged by plate, and to environment, and substantial amounts of reinforcing bar needs artificial colligation, and manual manufacture still accounts for
Sizable proportion, does not meets the industrialized mode of production, and node region deals with complex, room in dwelling house system
Inside have salient angle, make troubles to interior space layout.Additionally, traditional house wall system exists, steel using amount is big, cost of manufacture
Higher, make the shortcoming that needs complicated, on-the-spot are the most artificial, difficulty of construction is big and economic performance is poor, limit traditional structure
Development and application.
Steel building is the building system of a kind of novel energy-conserving and environment-protective, is the building system of a kind of industrialization, meets standardization
Design, factorial praluction, prefabricated construction, the building industrialization standard-required of information system management, be described as the " green of 21 century
One of color is built ", it is a kind of energy saving and environment friendly, the building structure that can recycle.If steel construction is had with xoncrete structure
Effect combines, and studies a kind of novel house wall construction, and the advantage giving full play to concrete and steel construction, to building knot at present
Shortcoming in structure system, is a good solution.
Utility model content
Big in order to overcome existing lateral resistant member to there is steel using amount, make complexity, on-the-spot need a large amount of artificial, difficulty of construction big and
The shortcomings such as economic performance difference, the utility model proposes a kind of steel construction wall component with stiffener brace, this wall body structure steel
Amount economy, structure manufacture is simple, convenient and quick construction, it is simple to industrialized production, and can improve speed and the matter of production and construction
Amount.
In order to solve above-mentioned technical problem, this utility model be the technical scheme is that
A kind of steel construction wall component with stiffener brace, including wall element and square steel tube, described wall element has multiple,
Between two wall elements of arbitrary neighborhood, by the H profile steel head and the tail lateral connection successively being vertically arranged, constitute body of wall main body.Institute
State square steel tube and have two, lay respectively at the two ends, left and right of body of wall main body.One vertical wall element secondary with being positioned at first place of square steel tube
Connecting, another square steel tube is vertically connected with the wall element being positioned at end precedence.
Preferably, each wall element includes four pieces of square plates, two vertical side equal the same side bending shapes of each square plate
The flanging become.Wherein the vertical side of two pieces of square plates is fixing connects, and forms front wallboard, other two pieces of square plates vertical
Side is also fixing to be connected, and forms rear wall plate.Between described front wallboard and rear wall plate, be vertically intervally arranged multiple stiffener brace,
Each stiffener brace two ends are respectively fixedly connected with the flanging in the middle part of front wallboard and rear wall plate.
Preferably, the both sides of the upper flange of each H profile steel, the one end with the rear wall plate being positioned at its both sides is welded respectively, each H profile steel
The both sides of lower wing plate, the one end with the front wallboard being positioned at its both sides is welded respectively, and being formed can the cavity of casting concrete.
It is preferably located at front wallboard and the left side of rear wall plate of the wall element of the first time, respectively with the right side wall of a square steel tube
Welding, being formed can the cavity of casting concrete.Be positioned at the front wallboard of wall element and the right side of rear wall plate of end precedence, respectively with
The left side wall welding of one square steel tube, also being formed can the cavity of casting concrete.
Preferably, two pieces of square plates of composition front wallboard, in a plane, constitute two pieces of square plates of rear wall plate at another
In plane.The plane at described front wallboard and rear wall plate place is parallel to each other, and forward is relative.
By using preceding solution, Advantageous Effects of the present utility model is: the steel beam column factory that this utility model uses
Making, assembled in situ is constructed, and the concrete that inside pours is an entirety, pours conveniently, it is not necessary to formwork, saves a large amount of wooden model
Plate, protects the forest reserves, and need not the artificial colligation of a large amount of reinforcing bar, can realize industrialized production and prefabricated construction,
Greatly improve building speed.The problems such as concrete and exterior wall unsticking can be improved, it is achieved concrete works with steel collaborative,
Compound action is reliable, and bending resistance, resistance to compression, shear resistant capacity improve, reliable product quality.This utility model can not only be used for vertically
Supporting member, again as lateral resistant member, flexible arrangement, indoor large space can be realized, instead of part external and internal wall and separation
Wall, saves material and reduces construction cost.
Accompanying drawing explanation
Fig. 1 is the structural principle schematic diagram of a kind of steel construction wall component with stiffener brace of this utility model.
Fig. 2 is the structural principle schematic diagram of certain part in Fig. 1, thus it is shown that wall element.
Fig. 3 is the structural principle schematic diagram of another part in Fig. 1, thus it is shown that H profile steel.
Detailed description of the invention
Below in conjunction with the accompanying drawings this utility model is described in detail:
In conjunction with Fig. 1 to Fig. 3, a kind of steel construction wall component with stiffener brace, including wall element 1 and square steel tube 2, institute
Stating wall element 1 and have 3, each wall element 1 includes four pieces of square plates 5, two vertical sides of each square plate 5
The flanging 14 that the bending of equal the same side, limit is formed, described this side 14 strengthens the adhesion strength of square plate 5 and concrete wall, also
The effect strengthening this utility model self-strength can be played.Wherein the flanging of two pieces of square plates 5 is fixing connects, and forms front wallboard
11, the flanging of other two pieces of square plates 5 is also fixing to be connected, and forms rear wall plate 12.Described front wallboard 11 and rear wall plate 12 it
Between, longitudinally spaced be placed with multiple stiffener brace 13, the two ends of each stiffener brace 13 respectively fixing be welded to front wallboard 11 and after
Flanging 14 in the middle part of wallboard 12.
Two pieces of square plates 5 of composition front wallboard 11, in a plane, constitute two pieces of square plates 5 of rear wall plate 12 separately
In one plane.Two planes at described front wallboard 11 and rear wall plate 12 place are parallel to each other, and forward is relative.Arbitrary neighborhood two
Between individual wall element 1, by the H profile steel 3 head and the tail lateral connection successively being vertically arranged, constitute body of wall main body.Each H profile steel
The left and right sides of the upper flange 31 of 3, the one end with the rear wall plate 12 being positioned at its both sides is welded respectively, the bottom wing of each H profile steel 3
The left and right sides of plate 32, the one end with the front wallboard 11 being positioned at its both sides is welded respectively, in the inside of body of wall main body, by front wall
Plate 11 and rear wall plate 12 and H profile steel 3 connect that formed can multiple cavitys of casting concrete.
Described square steel tube 2 has two, lays respectively at the two ends, left and right of body of wall main body.Wherein, square steel tube 2 vertically be positioned at
The wall element 1 of the first time connects, another square steel, and 2 are vertically connected with the wall element 1 being positioned at end precedence.It is positioned at the first time
The front wallboard 11 of wall element 1 and the left side of rear wall plate 12, the right side wall with a square steel tube 2 welds respectively, is positioned at head
The wall element 1 of precedence surrounds into square steel tube 2 can the cavity of casting concrete.It is positioned at the front wall of the wall element 1 of end precedence
Plate 11 and the right side of rear wall plate 12, the left side wall with another square steel tube 2 welds respectively, and also being formed can the sky of casting concrete
Chamber.Meanwhile, the internal cavities of two square steel tubes 2 can also casting concrete.
According to upper type, each parts of composition wall body construction are linked together, at each cavity and two square steel tubes of body of wall main body
Casting concrete in the internal cavities of 2, the preferred normal concrete of concrete poured, it would however also be possible to employ high-strength concrete, light
Aggregate concrete or self-compacting concrete.After concrete setting, with the front wallboard 11 being connected stiffener brace 13 and rear wall plate 12 structure
Become combinative structure, common stress, give full play to material property.Stiffener brace 13 adds front wallboard 11 and rear wall plate 12 rigidity,
Also enhance the adhesion strength between wallboard and concrete, owing to the size of the wallboard of stiffener brace 13 connection is relatively big, therefore can pole
Improve greatly concrete and exterior wall unsticking problem, promote both collaborative works.The steel beam column factory that this utility model uses makes, existing
Field assembling construction, the concrete that inside pours is an entirety, pours conveniently, it is not necessary to formwork, saves a large amount of plank sheathing, protects
The forest reserves, and need not the artificial colligation of a large amount of reinforcing bar, industrialized production and prefabricated construction can be realized, carry greatly
High building speed.The problems such as concrete and exterior wall unsticking can be improved, it is achieved concrete works with steel collaborative, compound action
Reliably, bending resistance, resistance to compression, shear resistant capacity improve, reliable product quality.This utility model can not only be used for vertical supporting member,
Again as lateral resistant member, flexible arrangement, indoor large space can be realized, instead of part external and internal wall and dividing wall, save material
Material and reduction construction cost.
Certainly, described above is not to restriction of the present utility model, and this utility model is also not limited to the example above, this skill
Change that the technical staff in art field is made in essential scope of the present utility model, retrofit, add or replace, also should belong to
Protection domain of the present utility model.
Claims (5)
1. with a steel construction wall component for stiffener brace, including wall element and square steel tube, it is characterised in that described wall
Body unit at least two, between two wall elements of arbitrary neighborhood, by the H profile steel head and the tail lateral connection successively being vertically arranged,
Constitute body of wall main body；Described square steel tube has two, is vertically provided at the left and right sides of body of wall main body respectively；One square steel be positioned at
The lateral wall of the first secondary wall element is fixing to be connected, and another square steel is fixing with the lateral wall of the wall element being positioned at end precedence to be connected
Connect.
A kind of steel construction wall component with stiffener brace the most according to claim 1, it is characterised in that each body of wall
Unit includes four pieces of square plates, the flanging that two vertical side equal the same side bendings of each square plate are formed；Wherein two pieces of sides
The vertical side of shape steel plate is fixing to be connected, and forms front wallboard, and the vertical side of other two pieces of square plates is also fixing to be connected, and is formed
Rear wall plate；Between described front wallboard and rear wall plate, be vertically intervally arranged multiple stiffener brace, and each stiffener brace two ends are solid respectively
Surely the flanging in the middle part of front wallboard and rear wall plate is connected.
A kind of steel construction wall component with stiffener brace the most according to claim 1, it is characterised in that each H profile steel
The both sides of upper flange, the one end with the rear wall plate being positioned at its both sides is welded respectively, the both sides of the lower wing plate of each H profile steel, respectively
Welding with the one end of the front wallboard being positioned at its both sides, being formed can the cavity of casting concrete.
A kind of steel construction wall component with stiffener brace the most according to claim 1, it is characterised in that be positioned at first place
The left side of two block plates of secondary wall element, the right side wall with a square steel tube welds respectively, and being formed can the sky of casting concrete
Chamber；Being positioned at the left side of two block plates of the wall element of end precedence, the right side wall with a square steel tube welds respectively, and also being formed can
The cavity of casting concrete.
A kind of steel construction wall component with stiffener brace the most according to claim 2, it is characterised in that constitute front wall
Two pieces of square plates of plate, in a plane, constitute two pieces of square plates of rear wall plate in another plane；Described front wallboard and
The plane at rear wall plate place is parallel to each other, and forward is relative.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620358746.4U CN205530820U (en) | 2016-04-26 | 2016-04-26 | Steel construction wall body component with brace of putting more energy into |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620358746.4U CN205530820U (en) | 2016-04-26 | 2016-04-26 | Steel construction wall body component with brace of putting more energy into |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205530820U true CN205530820U (en) | 2016-08-31 |
Family
ID=56797452
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620358746.4U Expired - Fee Related CN205530820U (en) | 2016-04-26 | 2016-04-26 | Steel construction wall body component with brace of putting more energy into |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205530820U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109057038A (en) * | 2018-09-21 | 2018-12-21 | 苏州光彩建筑钢品有限公司 | A kind of integrated-type steel moald-cavity convenient for construction |
| CN109138220A (en) * | 2018-07-27 | 2019-01-04 | 肇庆三乐集成房屋制造有限公司 | The compound assembled skeleton of fiber cement board, wall component and assembled steel reinforced concrete shear wall |
-
2016
- 2016-04-26 CN CN201620358746.4U patent/CN205530820U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109138220A (en) * | 2018-07-27 | 2019-01-04 | 肇庆三乐集成房屋制造有限公司 | The compound assembled skeleton of fiber cement board, wall component and assembled steel reinforced concrete shear wall |
| CN109138220B (en) * | 2018-07-27 | 2020-02-18 | 肇庆三乐集成房屋制造有限公司 | Fiber cement board composite assembled framework, wall body component and assembled steel-concrete shear wall |
| CN109057038A (en) * | 2018-09-21 | 2018-12-21 | 苏州光彩建筑钢品有限公司 | A kind of integrated-type steel moald-cavity convenient for construction |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN211396208U (en) | Green type coincide floor's mosaic structure | |
| CN104179250B (en) | Light-board house system and construction method thereof | |
| CN103821256B (en) | A kind of steel pipe bundle and steel plate concrete combined shear wall structural system | |
| CN102094386A (en) | PBL (perfobond leiste) shear connector stiffened steel pipe concrete arch | |
| CN205530820U (en) | Steel construction wall body component with brace of putting more energy into | |
| CN103912074B (en) | A kind of framework-steel pipe bundle and steel plate concrete shear wall combined structure system | |
| CN203684526U (en) | PBL stiffened rectangular steel tube concrete space truss | |
| CN204001194U (en) | Light steel truss structure integrated building system | |
| CN109372109A (en) | A kind of assembled beam-column connecting node | |
| CN207525933U (en) | A kind of steel plate combined shear wall splices node | |
| CN205617611U (en) | Confined concrete's steel construction dividing wall component | |
| CN108360682A (en) | A kind of construction process of three-dimensional building module and three-dimensional building module | |
| CN205591399U (en) | Confined concrete 's steel construction wall body component | |
| CN203808296U (en) | Framework-steel pipe bundle and steel plate concrete shear wall combination structure system | |
| CN205637139U (en) | Support flat push formula multicavity steel pipe -concrete composite post braced frame system | |
| CN105821966B (en) | A kind of support flat push type multi-cavity steel tube concrete coupled column braced frame system | |
| CN205530848U (en) | Steel construction turning wall component with brace of putting more energy into | |
| CN205976089U (en) | Multicavity steel column shear wall structure | |
| CN209457259U (en) | A kind of frame and window border structure of cold-prevention bridge assembled out-hung panel | |
| CN211849963U (en) | Self-riveting type node of aluminum alloy space grid structure | |
| CN103850349A (en) | Frame-steel pipe bundle combined structure system for industrial residential building | |
| CN204225267U (en) | A kind of light weight board building systems | |
| CN209457258U (en) | The connection structure in gap between a kind of two neighboring assembled out-hung panel | |
| CN209277287U (en) | A kind of assembly concrete-filled steel tube wall frame building integrated morphology | |
| CN205663064U (en) | But concreting's steel construction turning wall component |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160831 Termination date: 20210426 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |