CN205591399U - Confined concrete 's steel construction wall body component - Google Patents
Confined concrete 's steel construction wall body component Download PDFInfo
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- CN205591399U CN205591399U CN201620360589.0U CN201620360589U CN205591399U CN 205591399 U CN205591399 U CN 205591399U CN 201620360589 U CN201620360589 U CN 201620360589U CN 205591399 U CN205591399 U CN 205591399U
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- wall
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- steel
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Abstract
The utility model discloses a confined concrete's steel construction wall body component, 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 made by the steel sheet 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 the steel construction wall component of a kind of confined concrete.
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 the steel construction wall component of a kind of confined concrete, this wall body structure steel using amount
Economy, structure manufacture is simple, convenient and quick construction, it is simple to industrialized production, and can improve speed and the quality of production and construction.
In order to solve above-mentioned technical problem, this utility model be the technical scheme is that
The steel construction wall component of a kind of confined concrete, including wall element and square steel tube, described wall element has multiple, appoints
Anticipate between adjacent two wall elements, 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, lays respectively at the two ends, left and right of body of wall main body.One square steel tube wall element that is vertical and that be positioned at the first time connects
Connecing, another square steel tube is vertically connected with the wall element being positioned at end precedence.
Preferably, each wall element is made up of the front wallboard being vertically arranged in parallel and rear wall plate, and front wallboard and rear wall plate are by steel
Plate is made.The inner side of front wallboard and rear wall plate is respectively provided with multiple vertical longitudinal rib, and the two ends, left and right of front wallboard and rear wall plate all carry
The kink that the bending of oriented inner side is formed.
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, the longitudinal rib inside the front wallboard of composition wall element and rear wall plate, respectively forward one_to_one corresponding.
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 the steel construction wall component of a kind of confined concrete 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, the steel construction wall component of a kind of confined concrete, including wall element 1 and square steel tube 2, described
Wall element 1 has multiple, and each wall element 1 is made up of the front wallboard 11 being vertically arranged in parallel and rear wall plate 12, front wallboard
There is between 11 and rear wall plate 12 interval, and made by steel plate.The inner side of front wallboard 11 and rear wall plate 11 is respectively provided with multiple
Vertical longitudinal rib 13, multiple longitudinal ribs 13 are equally spaced, and the two ends, left and right of front wallboard 11 and rear wall plate 12 all carry oriented
The kink 14 that inner side bending is formed, described kink 14 has the effect identical with longitudinal rib 13 concurrently.Constitute wall element 1
The quantity of the longitudinal rib 13 inside front wallboard 11 and rear wall plate 12 is equal, respectively forward one_to_one corresponding.Two bodies of wall of arbitrary neighborhood
Between unit 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 3 upper
The left and right sides of wing plate 31, the one end with the rear wall plate 12 being positioned at its both sides is welded respectively, the lower wing plate 32 of each H profile steel 3
The left and right sides, 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 wallboard 11 He
Rear wall plate 12 and H profile steel 3 connect that formed can multiple cavitys of casting concrete 4.
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 4.Before being positioned at the wall element 1 of end precedence
Wallboard 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 casting concrete 4
Cavity.Meanwhile, the internal cavities of two square steel tubes 2 can also casting concrete 4.
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 4 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, constitute combinative structure with the wallboard with longitudinal rib 13, be jointly subject to
Power, gives full play to material property.Longitudinal rib 13 adds wallboard rigidity and enhances the adhesion strength between wallboard and concrete 4,
Owing to the size of the described wallboard with longitudinal rib 13 is relatively big, therefore can greatly improve concrete and exterior wall unsticking problem, promote two
Person's collaborative work.The steel beam column factory that this utility model uses makes, and assembled in situ is constructed, and the concrete that inside pours is one whole
Body, pours conveniently, it is not necessary to formwork, saves a large amount of plank sheathing, protect the forest reserves, and need not the people of a large amount of reinforcing bar
Work colligation, can realize industrialized production and prefabricated construction, greatly improves building speed.Concrete can be improved take off with exterior wall
The problem such as viscous, it is achieved concrete and steel collaborative work, and 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 vertical supporting member, again as lateral resistant member, and flexible arrangement, can realize
Indoor large space, instead of part external and internal wall and dividing wall, saves material and reduces 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. a steel construction wall component for confined concrete, including wall element and square steel tube, it is characterised in that described body of wall
Unit has multiple, between two wall elements of arbitrary neighborhood, by the H profile steel head and the tail lateral connection successively being vertically arranged, constitutes
Body of wall main body；Described square steel tube has two, lays respectively at the two ends, left and right of body of wall main body；One square steel tube vertically and is positioned at first place
Secondary wall element connects, and another square steel tube is vertically connected with the wall element being positioned at end precedence.
The steel construction wall component of a kind of confined concrete the most according to claim 1, it is characterised in that each body of wall list
Unit is made up of the front wallboard being vertically arranged in parallel and rear wall plate, and front wallboard and rear wall plate are made by steel plate；Front wallboard and rear wall plate
Inner side be respectively provided with multiple vertical longitudinal rib, the two ends, left and right of front wallboard and rear wall plate are all with the bending formed to inner side bending
Portion.
The steel construction wall component of a kind of confined concrete 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 with
Being positioned at one end welding of the front wallboard of its both sides, being formed can the cavity of casting concrete.
The steel construction wall component of a kind of confined concrete the most according to claim 1, it is characterised in that be positioned at the first time
The left side of two block plates of wall element, the right side wall with a square steel tube welds respectively, and being formed can the cavity of casting concrete；
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, is also formed and can pour
The cavity of concrete.
The steel construction wall component of a kind of confined concrete the most according to claim 1, it is characterised in that constitute body of wall list
The longitudinal rib of two block plates of unit, respectively forward one_to_one corresponding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620360589.0U CN205591399U (en) | 2016-04-26 | 2016-04-26 | Confined concrete 's steel construction wall body component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620360589.0U CN205591399U (en) | 2016-04-26 | 2016-04-26 | Confined concrete 's steel construction wall body component |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205591399U true CN205591399U (en) | 2016-09-21 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620360589.0U Expired - Fee Related CN205591399U (en) | 2016-04-26 | 2016-04-26 | Confined concrete 's steel construction wall body component |
Country Status (1)
| Country | Link |
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| CN (1) | CN205591399U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115045419A (en) * | 2022-07-21 | 2022-09-13 | 中冶赛迪工程技术股份有限公司 | Hemming type steel bundle combined structure and steel-concrete wall |
-
2016
- 2016-04-26 CN CN201620360589.0U patent/CN205591399U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115045419A (en) * | 2022-07-21 | 2022-09-13 | 中冶赛迪工程技术股份有限公司 | Hemming type steel bundle combined structure and steel-concrete wall |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160921 Termination date: 20210426 |