CN208088567U - A kind of prefabricated steel compound shear wall of the double "-" type batten plates of band - Google Patents
A kind of prefabricated steel compound shear wall of the double "-" type batten plates of band Download PDFInfo
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- CN208088567U CN208088567U CN201820407560.2U CN201820407560U CN208088567U CN 208088567 U CN208088567 U CN 208088567U CN 201820407560 U CN201820407560 U CN 201820407560U CN 208088567 U CN208088567 U CN 208088567U
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Abstract
The utility model discloses a kind of prefabricated steel compound shear walls of the double "-" type batten plates of band,Including steel plate frame,Steel plate frame includes the multiple internode units being continuously arranged,Each internode unit includes a pair of outside steel plate disposed in parallel,The multipair "-" type batten plate that is arranged in pairs perpendicular with outside plate is provided between outside plate at this,It is parallel in the transverse direction of steel plate on the outside per a pair of "-" type batten plate,Constitute double "-" type batten plate components,Longitudinal equidistantly interval setting of the multipair "-" type batten plate along outside plate,The "-" type batten plate is mutually welded with outside plate,Adjacent internode unit is mutually welded by respective outside plate,Multiple internode units after welding are also welded with sealing plate in exposed section,So that steel plate frame becomes the enclosed construction with inner cavity,The interior intracavitary has poured concrete,Entire compound shear wall is constituted after concreting.The shear wall steel using amount economy makes simple, quick construction.
Description
Technical field
The utility model belongs to a kind of assembled combined structure system, in particular to a kind of double words of band in civil engineering
The prefabricated steel compound shear wall of type batten plate, the combining form can be used in common skyscraper, are particularly suitable for assembled and live
In the apartments Zhai Ji.
Background technology
Traditional house building technology low production efficiency, speed of application is slow, the construction period is long, high material consumption and worker's labor
Fatigue resistance is big, a series of this situation has not adapted to rigid demand of the modern society to house.And assembled architecture is with following
Feature：1. design diversification, can be designed according to housing need；2. function modernizes, a variety of energy conservation and environmental protections may be used
Equal new materials；3. manufacturing works can make building components and fittings are unified to be factory produced, by once；4. construction assembly
Change, labour can be greatly reduced, reduces waste of material；5. time optimization makes construction period obviously accelerate.Assembled architecture
Focus on protection to environment, resource, effectively reduced in work progress building sewage, pernicious gas, dust discharge and build
The pollution for building noise reduces various influences of the construction on surrounding enviroment, is conducive to the labor productivity for improving building, promotees
Into design, the fining of building, the total quality and energy-saving and emission-reduction water rate of building are promoted, promoting Building Trade in China health can hold
Supervention exhibition meets the demand of national economic development.
Assembled architecture is broadly divided into prefabricated concrete structure and assembling type steel structure, prefabricated concrete structure shearing
Wall architectural composition is flexible, can provide the preferable interior space, but since vertical member assembling quality is not easy to ensure, globality compared with
Cast-in-place structural is poor, and transport installation is easy there are the present situations restrictive condition such as problem, and popularization and application are subject to certain restrictions.Assembled steel knot
Structure assembly rate is high, energy conservation and environmental protection, but in view of the influence of cost, China at present most of high-rise residential building using reinforcing bar
Concrete shear wall structure form, and corrode and prevent fires and also constrain the popularization of steel house.
If steel construction and the effective structure of concrete structure got up, a kind of novel fabricated lateral resistant member is studied,
Concrete and the respective advantage of steel construction are given full play to, is a good solution party for the disadvantage in current structural system
Case.
Utility model content
The purpose of this utility model is to provide a kind of prefabricated steel compound shear wall of the double "-" type batten plates of band, the shear wall
Steel using amount economy makes simply, and quick construction can give full play to concrete and the respective advantage of steel construction.
The above-mentioned purpose of the utility model is achieved through the following technical solutions：A kind of prefabricated steel of the double "-" type batten plates of band
Compound shear wall, it is characterised in that：The shear wall includes steel plate frame, and steel plate frame includes the multiple internode lists being continuously arranged
Member, each internode unit include a pair of outside steel plate disposed in parallel, are provided between outside plate and outside at this
The perpendicular multipair "-" type batten plate being arranged in pairs of steel plate, it is equal in the transverse direction of steel plate on the outside per a pair of "-" type batten plate
Row, the double "-" type batten plate components of composition, multipair "-" type batten plate are arranged along longitudinal equidistantly interval of outside plate, and described one
Font batten plate is mutually welded with outside plate, and to enhance the stability of outside plate, adjacent internode unit passes through respective outside
Steel plate mutually welds, and multiple internode units after welding are also welded with sealing plate in exposed section, so that steel plate frame becomes with interior
The enclosed construction of chamber, the interior intracavitary have poured concrete, and when concreting can be flowed in each internode unit area,
Entire compound shear wall is constituted after concreting.
The compound shear wall of the utility model can solve the problem in current prefabricated concrete structure and steel construction.
By two pieces of outside plates being formed by connecting by groove profile batten plate and internal fill concrete composition vertical member stress system, groove profile
Batten plate combines to be formed between subelement and subelement with the welding of both sides steel plate and can be achieved to repeat to assemble by welding, steel plate and batten plate
The concrete that can internally fill is constrained.The compound shear wall steel using amount economy makes simply, and quick construction can fully be sent out
Wave concrete and steel construction advantage and the superior vertical member stress system of stress performance.
In the utility model, the thickness of the outside plate is 4mm~8mm, the thickness of the "-" type batten plate and outside
The thickness of steel plate is equal.
In the utility model, the height of the "-" type batten plate is 20mm~50mm.
In the utility model, along the longitudinally disposed polylith "-" type batten plate of outside plate, adjacent "-" type batten plate it
Between longitudinal pitch L be 100mm~300mm.
In the utility model, between the "-" type batten plate and outside plate using etc. strong groove welding be connected.
In the utility model, between the sealing plate and outside plate using etc. strong groove welding be connected.
In the utility model, the shear wall is "-" type wall, and the sealing plate is located at wall end.
Following various structures may be used in the shear wall of the utility model：
Structure one：The shear wall is "-" type wall, and the sealing plate is located at wall end.
Structure two：The shear wall is L-type wall, and the sealing plate is located at wall end and wall turning.
Structure three：The shear wall is T-type wall, and the sealing plate is located at wall end and wall turning.
By the prefabricated steel compound shear wall of the double "-" type batten plates of the band of above-mentioned design, can get a desired effect, especially
Suitable for residential housing and apratment building.
Compared with prior art, the utility model has the following advantages that：
(1) the compound shear wall structural elements of the utility model is not only used as vertical supporting member, but also as lateral resistant member.
Compound shear wall structure tension performance is excellent, and wall section size is smaller, and then improves the utilization rate of space, mitigates structure
Dead weight reduces earthquake sheet.
(2) the compound shear wall structural elements of the utility model can be good in factory process, in-site pouring concrete and a small amount of
Weld seam operation, relative to assembly concrete structure, speed of production is fast, convenient transportation, construction is simple, and construction quality is protected
Card, it is a large amount of to save manually.
(3) the utility model cooperates relative to remaining compound wall structure, steel plate wall, batten plate and concrete, group cooperation
With reliable, overall structure resistance to compression, bending resistance and shear-carrying capacity height.
Description of the drawings
The utility model is described in further details in the following with reference to the drawings and specific embodiments.
Fig. 1 is the overall structure figure of the prefabricated steel compound shear wall of the double "-" type batten plates of the utility model band, and display is cut
The arrangement of each component in the horizontal in power wall；
Fig. 2 is A-A sectional views of Fig. 1, alignment placement of the display "-" type batten plate along outside plate longitudinal direction；
Fig. 3 be the double "-" type batten plates of the utility model band prefabricated steel compound shear wall in internode unit structural representation
Figure.
Reference sign：
1-outside plate, 2-concrete, 3-sealing plates, 4-"-" type batten plates.
Specific implementation mode
A kind of prefabricated steel compound shear wall of the double "-" type batten plates of band as shown in Figure 1 to Figure 3, which includes steel
Framework, steel plate frame include the multiple internode units being continuously arranged, each internode unit includes a pair disposed in parallel
Outside plate 1 is provided with the multipair "-" type that is arranged in pairs perpendicular with outside plate 1 between outside plate 1 and sews at this
Plate 4, it is parallel in the transverse direction of steel plate 1 on the outside per a pair of "-" type batten plate 4, constitute double "-" type batten plate components, many-one word
Along longitudinal equidistantly interval setting of outside plate 1, "-" type batten plate 4 welds type batten plate 4 with 1 phase of outside plate, outer to enhance
The stability of side steel plate 1, adjacent internode unit are welded by 1 phase of respective outside plate, multiple internode units after welding
It is also welded with sealing plate 3 in exposed section, so that steel plate frame becomes the enclosed construction with inner cavity, interior intracavitary has poured concrete
2, it can be flowed in each internode unit area when concrete 2 pours, concrete 2 constitutes entire combined shear after pouring
Wall.
In the present embodiment, in the steel plate frame, the outside plate 1 with "-" type batten plate 4 is welded with adjacent 1 phase of outside plate
It connects, forms continuous multiple internode units, when concreting can be flowed in each internode unit area.In internode unit,
Along the longitudinally disposed polylith "-" type batten plate 4 of outside plate 1, the longitudinal pitch L between adjacent "-" type batten plate 4 is
The thickness of 200mm, outside plate 1 are 6mm, and the thickness of "-" type batten plate 4 is equal with the thickness of outside plate 1, "-" type batten plate 4
Between outside plate 1 using etc. strong groove welding be connected.
The thickness of the outside plate 1 is according to its determining thickness of calculating requirement, the value usually within the scope of 4mm~8mm, mainly
For undertaking fill concrete in horizontal loads and constraint.The height of "-" type batten plate 4 is 30mm, along outside plate 1
Longitudinal pitch is 200mm.The longitudinal direction of outside plate 1 is direction shown in Fig. 2, i.e. the side perpendicular with the transverse direction shown by Fig. 1
To.The height of "-" type batten plate 4 can also within the scope of 20mm~50mm value, along the longitudinally disposed polylith of outside plate 1
"-" type batten plate 4, longitudinal pitch L between adjacent "-" type batten plate 4 can also within the scope of 100mm~300mm value.
In the present embodiment, shear wall is "-" type wall, and sealing plate 3 is located at wall end, the strong slope such as sealing plate 3 and the use of outside plate 1
Mouth weldering is connected.
Above-described embodiment of the utility model is not the restriction to scope of protection of the utility model, the reality of the utility model
It is without being limited thereto to apply mode, all this kind the above according to the present utility model, according to the ordinary technical knowledge of this field and used
With means, under the premise of not departing from the utility model above-mentioned basic fundamental thought, the utility model above structure is made its
The modification, replacement or change of its diversified forms, shall fall within the scope of the present invention.
Claims (7)
1. a kind of prefabricated steel compound shear wall of the double "-" type batten plates of band, it is characterised in that：The shear wall includes steel plate bone
Frame, steel plate frame include the multiple internode units being continuously arranged, each internode unit includes a pair of outside disposed in parallel
Steel plate (1), this be provided between outside plate (1) with the perpendicular multipair "-" type being arranged in pairs of outside plate (1)
Batten plate (4), it is parallel in the transverse direction of steel plate (1) on the outside per a pair of "-" type batten plate (4), double "-" type batten plate components are constituted,
Multipair "-" type batten plate (4) is arranged along longitudinal equidistantly interval of outside plate (1), the "-" type batten plate (4) and outside
Steel plate (1) mutually welds, and to enhance the stability of outside plate (1), adjacent internode unit passes through respective outside plate (1) phase
Welding, multiple internode units after welding are also welded with sealing plate (3) in exposed section, so that steel plate frame becomes with inner cavity
Enclosed construction, the interior intracavitary have poured concrete (2), can be flowed in each internode unit area when concrete (2) pours
Dynamic, concrete (2) constitutes entire compound shear wall after pouring.
2. the prefabricated steel compound shear wall of the double "-" type batten plates of band according to claim 1, it is characterised in that：It is described outer
The thickness of side steel plate (1) is 4mm~8mm, and the thickness of the "-" type batten plate (4) is equal with the thickness of outside plate (1).
3. the prefabricated steel compound shear wall of the double "-" type batten plates of band according to claim 1, it is characterised in that：Described one
The height of font batten plate (4) is 20mm~50mm.
4. the prefabricated steel compound shear wall of the double "-" type batten plates of band according to claim 1, it is characterised in that：Along outside
The longitudinally disposed polylith "-" type batten plate (4) of steel plate (1), the longitudinal pitch L between adjacent "-" type batten plate (4) are
100mm~300mm.
5. the prefabricated steel compound shear wall of the double "-" type batten plates of band according to claim 1, it is characterised in that：Described one
Between font batten plate (4) and outside plate (1) using etc. strong groove welding be connected.
6. the prefabricated steel compound shear wall of the double "-" type batten plates of band according to claim 1, it is characterised in that：The envelope
Between plate (3) and outside plate (1) using etc. strong groove welding be connected.
7. the prefabricated steel compound shear wall of the double "-" type batten plates of band according to any one of claims 1 to 6, feature exist
In：The shear wall is "-" type wall, and the sealing plate (3) is located at wall end.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820407560.2U CN208088567U (en) | 2018-03-23 | 2018-03-23 | A kind of prefabricated steel compound shear wall of the double "-" type batten plates of band |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820407560.2U CN208088567U (en) | 2018-03-23 | 2018-03-23 | A kind of prefabricated steel compound shear wall of the double "-" type batten plates of band |
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| Publication Number | Publication Date |
|---|---|
| CN208088567U true CN208088567U (en) | 2018-11-13 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820407560.2U Active CN208088567U (en) | 2018-03-23 | 2018-03-23 | A kind of prefabricated steel compound shear wall of the double "-" type batten plates of band |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208088567U (en) |
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2018
- 2018-03-23 CN CN201820407560.2U patent/CN208088567U/en active Active
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| TR01 | Transfer of patent right |
Effective date of registration: 20200116 Address after: 510500 martyrs East Road, Guangdong, Guangzhou No. 121 Patentee after: Guangdong Construction Academy Group Plc Address before: 510500 martyrs East Road, Guangdong, Guangzhou No. 121 Co-patentee before: Guangdong Architectural Design Institute of the Department of Construction Co., Ltd. Patentee before: Guangdong Construction Academy Group Plc |