CN208293832U - A kind of prefabricated steel compound shear wall of band plate button - Google Patents
A kind of prefabricated steel compound shear wall of band plate button Download PDFInfo
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- CN208293832U CN208293832U CN201820407739.8U CN201820407739U CN208293832U CN 208293832 U CN208293832 U CN 208293832U CN 201820407739 U CN201820407739 U CN 201820407739U CN 208293832 U CN208293832 U CN 208293832U
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Abstract
The utility model discloses a kind of prefabricated steel compound shear walls of band plate button, 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, each piece of outside plate is vertically arranged with plate button along steel plate, plate button is perpendicular to outside plate, the plate buckle structure of two pieces of outside plates is identical and mutually fastens, outside plate is fastened buckle-shaped at stable reinforcing bar tubercle by 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, it is described interior intracavitary to have poured concrete, it can be flowed in each internode unit area when concreting, entire compound shear wall is constituted after concreting.The shear wall steel using amount economy, production is simple, and quick construction can give full play to concrete and the respective advantage of steel construction.
Description
Technical field
The utility model belongs to one of civil engineering assembled combined structure system, in particular to a kind of band plate button
Prefabricated steel compound shear wall, the combining form can be used in common skyscraper, be particularly suitable for assembled-type house and apartment
In.
Background technique
Traditional house building technology production efficiency is low, 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 can be used
Equal new materials；3. manufacturing works can make building components and fittings unify the factorial production, by once；4. construction assembly
Change, labour can be greatly reduced, reduces waste of material；5. time optimization accelerates construction period obviously.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 guarantee, globality compared with
Cast-in-place structural is poor, and transport installation is easy there are the statuses 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 very good solution side for the disadvantage in current structural system
Case.
Utility model content
The purpose of the utility model is to provide a kind of prefabricated steel compound shear wall of band plate button, shear wall steel using amount warps
Ji, production is simple, 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 combined shear of band plate button
Wall, it is characterised in that: the shear wall includes steel plate frame, and steel plate frame includes the multiple internode units being continuously arranged, each
A internode unit includes a pair of outside steel plate disposed in parallel, and each piece of outside plate is provided with plate button, plate button perpendicular to
The plate buckle structure of outside plate, two pieces of outside plates is identical and mutually fastens, and outside plate is fastened buckle-shaped at stable by plate
Reinforcing bar tubercle, adjacent internode unit are mutually welded by respective outside plate, and multiple internode units after welding are in exposed section
It is also welded with sealing plate, it is described interior intracavitary to have poured concrete, coagulation so that steel plate frame becomes the enclosed construction with inner cavity
Soil can flow when pouring in each internode unit area, and 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.
Plate button is tight to pulling buckle and internal fill concrete forms vertical member stress system by being welded with two pieces, and two pieces are welded with plate button
Outside plate welding combination forms between subelement and subelement and can be achieved to repeat to assemble by welding, and outside plate and plate button can
The concrete internally filled is constrained.The compound shear wall steel using amount economy, production is simple, and quick construction can give full play to
Concrete and steel construction advantage and the superior vertical member stress system of stress performance.
Plate button in the utility model can use the following two kinds structure:
Structure one: the plate button is crotch head plate button, is made of the hook heads of straight line plate body and bending, mutually fastens
The hook heads of plate button are interlocked, and straight line plate body is connected with outside plate.
Structure two: the plate button is L shaped plate button.There is squeezing action to steel plate when because of casting concrete, it can by simplification
End is bent into l-shaped, is held out against by L-type plate button.
In the utility model, in the internode unit, each piece of outside plate along the longitudinally disposed multiple plate buttons of steel plate,
Multiple plate buttons are arranged along the longitudinal of outside plate with spacing for the equidistant interval 100mm~300mm.
If steel plate combination wall is longer, panel length can be lengthened, the utility model can do following improvement: the internode list
In member, multiple plate buttons are laterally arranged along steel plate in each piece of outside plate, multiple plate buttons along outside plate it is laterally equidistant between
Every setting.
Preferably, the multiple plate button is set along the longitudinal of outside plate with spacing for the equidistant interval 100mm~300mm
It sets.
In the utility model, the plate button is welded on outside plate or plate button passes through outside plate bending forming.
In the utility model, the outside plate with a thickness of 4mm~8mm, the thickness of the plate button and outside plate
Thickness is equal, and the height of the plate button is 20mm~50mm.
The shear wall of the utility model can use following various structures:
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.
It by the prefabricated steel compound shear wall of the band plate button of above-mentioned design, can get a desired effect, especially suitable for living
Residence building and apratment building.
Compared with prior art, the utility model has the advantages that
(1) the compound shear wall structural elements of the utility model had not only been 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
Self 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, plate button and concrete, group cooperation
With reliable, overall structure resistance to compression, bending resistance and shear-carrying capacity height.
Detailed description of the invention
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 embodiment one of the utility model band plate button, and display is cut
The arrangement of each component horizontally in power wall；
Fig. 2 is A-A cross-sectional view of Fig. 1, alignment placement of the display board button along outside plate longitudinal direction；
Fig. 3 is the structural representation of internode unit in the prefabricated steel compound shear wall embodiment one of the utility model band plate button
Figure；
Fig. 4 is the part drawing of plate button in the prefabricated steel compound shear wall embodiment one of the utility model band plate button；
Fig. 5 is zero of the plate button of another structure in the prefabricated steel compound shear wall embodiment one of the utility model band plate button
Part figure；
Fig. 6 is the overall structure figure of the prefabricated steel compound shear wall embodiment two of the utility model band plate button；
Fig. 7 is the overall structure figure of the prefabricated steel compound shear wall embodiment three of the utility model band plate button；
Fig. 8 is the overall structure figure of the prefabricated steel compound shear wall example IV of the utility model band plate button；
Fig. 9 is that the structure of the internode unit in the prefabricated steel compound shear wall example IV of the utility model band plate button is shown
It is intended to；
Figure 10 is the overall structure figure of the prefabricated steel compound shear wall embodiment five of the utility model band plate button；
Figure 11 is the structure of the internode unit in the prefabricated steel compound shear wall embodiment five of the utility model band plate button
Schematic diagram.
Description of symbols:
1-outside plate, 2-concrete, 3-sealing plates,
4-crotch head plate buttons, 41-straight line plate bodys, 42-hook heads, 5-L shaped plate buttons.
Specific embodiment
Embodiment one
The embodiment one of the prefabricated steel compound shear wall of the utility model band plate button is as shown in Figures 1 to 5, the shear wall
Including steel plate frame, steel plate frame includes the multiple internode units being continuously arranged, each internode unit includes being arranged in parallel
A pair of outside steel plate 1, each piece of outside plate 1 be vertically arranged with plate button along steel plate, and plate button is perpendicular to outside plate 1, two
The plate buckle structure of block outside plate 1 is identical and mutually fastens, outside plate 1 fastened by plate it is buckle-shaped at stable reinforcing bar tubercle,
Adjacent internode unit is welded by respective 1 phase of outside plate, and multiple internode units after welding are also welded in exposed section
Sealing plate 3 so that steel plate frame become with inner cavity enclosed construction, this it is interior it is intracavitary poured concrete 2, concrete 2 pours
When can be flowed in each internode unit area, concrete 2 constitutes entire compound shear wall after pouring.
In the present embodiment, welding, which is formed, in the steel plate frame, after the two sides steel plate of band plate button mutually fastens stablizes skeleton, mixes
Solidifying soil can flow when pouring in each internode unit area.In internode unit, each piece of outside plate 1 is longitudinally set along steel plate
Multiple plate buttons are set, multiple plate buttons are arranged along the longitudinal of outside plate 1 with spacing for the equidistant interval 200mm, the thickness of outside plate 1
Degree is 6mm, and the thickness of plate button is equal with the thickness of outside plate 1.
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 fill concrete in undertaking horizontal loads and constraining.The height of plate button is 30mm, along the longitudinal pitch of outside plate 1
For 200mm.The longitudinal direction of outside plate 1 is direction shown in Fig. 2, i.e. the direction perpendicular with transverse direction shown by Fig. 1.Plate button
Height can also within the scope of 20mm~50mm value, multiple plate buttons along outside plate longitudinal pitch can also 100mm~
Value within the scope of 300mm.
In the present embodiment, plate button is welded on outside plate 1, can also pass through 1 bending forming of outside plate.Plate button is curved
Gib head plate button 4 is made of the hook heads 42 of straight line plate body 41 and bending, and the hook heads 42 of the plate button mutually to fasten are interlocked, directly
Line plate body 41 is connected with outside plate 1.
There is squeezing action to steel plate when because of casting concrete, the end of plate button can be bent by l-shaped by simplification, using figure
5 L shaped plate button 5 is held out against mutually by L-type plate button.
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.
Embodiment two
The embodiment two of the prefabricated steel compound shear wall of the utility model band plate button is as shown in fig. 6, not with embodiment one
Together, shear wall is L-type wall, and sealing plate 3 is located at wall end and wall turning, and sealing plate 3 is connected with the strong groove welding such as the use of outside plate 1
It connects.
Embodiment three
The embodiment three of the prefabricated steel compound shear wall of the utility model band plate button is as shown in fig. 7, not with embodiment one
Together, shear wall is T-type wall, and sealing plate 3 is located at wall end and wall turning, and sealing plate 3 is connected with the strong groove welding such as the use of outside plate 1
It connects.
Example IV
The example IV of the prefabricated steel compound shear wall of the utility model band plate button is as shown in Fig. 8 to Fig. 9 and embodiment
Unlike one, it is the internode unit for lengthening panel length in the embodiment, is suitable for the longer wall of steel plate combination wall, the section
Between in unit each piece of outside plate 1 along the lateral four plate buttons of setting of steel plate, four plate buttons along the transverse direction of outside plate 1 it is equal between
It is arranged away from interval.It is multiple that the quantity of plate button, which also can be set according to actual needs,.Plate button in the embodiment is crotch head plate
Button 4.
Embodiment five
The embodiment five of the prefabricated steel compound shear wall of the utility model band plate button is as shown in Figure 10 to Figure 11, and implements
Unlike example four, the plate button in the embodiment is L shaped plate button 5.
The above embodiments of the present invention 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 above content 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 (9)
1. a kind of prefabricated steel compound shear wall of band plate button, it is characterised in that: the shear wall includes steel plate frame, steel plate bone
Frame includes the multiple internode units being continuously arranged, each internode unit includes a pair of outside steel plate (1) disposed in parallel, often
One piece of outside plate (1) is provided with plate button, and plate button is perpendicular to outside plate (1), the plate buckle structure phase of two pieces of outside plates (1)
With and mutually fasten, outside plate (1) is fastened buckle-shaped at stable reinforcing bar tubercle by plate, and adjacent internode unit passes through respectively
Outside plate (1) mutually weld, multiple internode units after welding are also welded with sealing plate (3) in exposed section, so that steel plate bone
Put up as the enclosed construction with inner cavity, it is described it is interior it is intracavitary poured concrete (2), concrete (2) can be each when pouring
It is flowed in internode unit area, concrete (2) constitutes entire compound shear wall after pouring.
2. the prefabricated steel compound shear wall of band plate button according to claim 1, it is characterised in that: the plate button is curved
Gib head plate button (4) is made of, hook heads (42) phase of the plate button mutually to fasten the hook heads (42) of straight line plate body (41) and bending
It fastens, straight line plate body (41) is connected with outside plate (1).
3. the prefabricated steel compound shear wall of band plate button according to claim 1, it is characterised in that: the plate button is L
Shape plate button (5).
4. the prefabricated steel compound shear wall of band plate button according to claim 1, it is characterised in that: the internode unit
In, each piece of outside plate (1) along the longitudinally disposed multiple plate buttons of steel plate, multiple plate buttons along outside plate (1) it is longitudinal with
Away from being equidistantly spaced setting for 100mm~300mm.
5. the prefabricated steel compound shear wall of band plate button according to claim 1, it is characterised in that: the internode unit
In, each piece of outside plate (1) is along the lateral multiple plate buttons of setting of steel plate, and multiple plate buttons are between transverse direction of outside plate (1) etc.
It is arranged away from interval.
6. the prefabricated steel compound shear wall of band plate button according to claim 1, it is characterised in that: the outside plate
(1) with a thickness of 4mm~8mm, the thickness of the plate button is equal with the thickness of outside plate (1), and the height of the plate button is
20mm~50mm.
7. the prefabricated steel compound shear wall of band plate button according to any one of claims 1 to 6, it is characterised in that: described
Shear wall is "-" type wall, and the sealing plate (3) is located at wall end.
8. the prefabricated steel compound shear wall of band plate button according to any one of claims 1 to 6, it is characterised in that: described
Shear wall is L-type wall, and the sealing plate (3) is located at wall end and wall turning.
9. the prefabricated steel compound shear wall of band plate button according to any one of claims 1 to 6, it is characterised in that: described
Shear wall is T-type wall, and the sealing plate (3) is located at wall end and wall turning.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820407739.8U CN208293832U (en) | 2018-03-23 | 2018-03-23 | A kind of prefabricated steel compound shear wall of band plate button |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820407739.8U CN208293832U (en) | 2018-03-23 | 2018-03-23 | A kind of prefabricated steel compound shear wall of band plate button |
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| Publication Number | Publication Date |
|---|---|
| CN208293832U true CN208293832U (en) | 2018-12-28 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820407739.8U Active CN208293832U (en) | 2018-03-23 | 2018-03-23 | A kind of prefabricated steel compound shear wall of band plate button |
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| CN (1) | CN208293832U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108316523A (en) * | 2018-03-23 | 2018-07-24 | 广东省建筑科学研究院集团股份有限公司 | A kind of prefabricated steel compound shear wall of band plate button |
| CN110924558A (en) * | 2019-12-11 | 2020-03-27 | 东阳市中傲建筑工程有限公司 | Steel framework of building wall |
-
2018
- 2018-03-23 CN CN201820407739.8U patent/CN208293832U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108316523A (en) * | 2018-03-23 | 2018-07-24 | 广东省建筑科学研究院集团股份有限公司 | A kind of prefabricated steel compound shear wall of band plate button |
| CN110924558A (en) * | 2019-12-11 | 2020-03-27 | 东阳市中傲建筑工程有限公司 | Steel framework of building wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200114 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 |
|
| TR01 | Transfer of patent right |