CN208293831U - A kind of prefabricated steel compound shear wall of ring plate and batten plate - Google Patents
A kind of prefabricated steel compound shear wall of ring plate and batten plate Download PDFInfo
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- CN208293831U CN208293831U CN201820407566.XU CN201820407566U CN208293831U CN 208293831 U CN208293831 U CN 208293831U CN 201820407566 U CN201820407566 U CN 201820407566U CN 208293831 U CN208293831 U CN 208293831U
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Abstract
The utility model discloses a kind of ring plate and the prefabricated steel compound shear walls of batten plate, 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, along the longitudinally disposed two column skeletal supports of steel plate between a pair of outside steel plate, wherein a column skeletal supports are multiple hollow doughnut-shaped steel plates, another column skeletal supports are multiple batten plates, doughnut-shaped steel plate and batten plate are each perpendicular to outside plate, and it is mutually welded with outside plate, adjacent internode unit is mutually welded by outside plate and doughnut-shaped steel 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, 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 belong to one of civil engineering assembled combined structure system, in particular to a kind of ring plate and
The prefabricated steel compound shear wall of batten plate, the combining form can be used in common skyscraper, be particularly suitable for assembled-type house
And in apartment.
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 ring plate and the prefabricated steel compound shear wall of batten plate, which is used
Steel amount economy, 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: the pre-manufactured steel board group of a kind of ring plate and batten plate
Combination shearing 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, along steel plate longitudinal direction between a pair of outside steel plate
Two column skeletal supports are set, wherein a column skeletal supports are multiple hollow doughnut-shaped steel plates, another column skeletal supports are
Multiple batten plates, doughnut-shaped steel plate and batten plate are each perpendicular to outside plate, and mutually weld with outside plate, and adjacent internode unit is logical
It crosses outside plate and doughnut-shaped steel plate mutually welds, after welding, the doughnut-shaped steel plate and batten plate of multiple internode units are horizontally in phase
Mutual alternate intervals arrangement, multiple internode units after welding are also welded with sealing plate in exposed section, so that steel plate frame becomes tool
Have an enclosed construction of inner cavity, it is described it is interior it is intracavitary poured concrete, when concreting, can be in each internode unit area
Flowing, constitutes entire compound shear wall 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 by being formed by connecting with doughnut-shaped steel plate and batten plate and internal fill concrete forms vertical member stress
System, doughnut-shaped steel plate and batten plate combine to be formed between subelement and subelement with the welding of two sides steel plate and can be achieved to repeat by welding
Assembly, the concrete that outside plate and doughnut-shaped steel plate, batten plate can be filled internally are constrained.Compound shear wall steel using amount warp
Ji, production is simple, quick construction, can give full play to concrete and steel construction advantage and the superior vertical member stress of stress performance
System.
In the utility model, the doughnut-shaped steel plate is rectangle ring flat-plate, and the batten plate is rectangular slab.
In the utility model, in the internode unit, the multiple doughnut-shaped steel plates longitudinally disposed along outside plate are adjacent
Longitudinal pitch between doughnut-shaped steel plate is 100mm~300mm.
In the utility model, in the internode unit, along the longitudinally disposed multiple batten plates of outside plate, adjacent batten plate
Between longitudinal pitch be 100mm~300mm.
In the utility model, the outside plate with a thickness of 4mm~8mm, the thickness of the doughnut-shaped steel plate and batten plate with
The thickness of outside plate is equal.
In the utility model, the height of the doughnut-shaped steel plate and batten plate is equal, is 20mm~50mm.
In the utility model, the strong groove weldings such as the doughnut-shaped steel plate and batten plate and outside plate are all made of are connected, described
Sealing plate is also welded on outside plate, is connected with the strong groove welding such as outside plate use.
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.
By the ring plate of above-mentioned design and the prefabricated steel compound shear wall of batten plate, can get a desired effect, it is especially suitable
For residential housing 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, ring flat-plate, batten plate and concrete, group
Reliable effect is closed, overall structure resistance to compression, bending resistance and shear-carrying capacity are high.
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 ring plate and batten plate,
Show the arrangement of each component horizontally in shear wall；
Fig. 2 is A-A cross-sectional view of Fig. 1, alignment placement of the display doughnut-shaped steel plate along outside plate longitudinal direction；
Fig. 3 is B-B cross-sectional view of Fig. 1, alignment placement of the display batten plate along outside plate longitudinal direction；
Fig. 4 is the knot of internode unit in the prefabricated steel compound shear wall embodiment one of the utility model ring plate and batten plate
Structure schematic diagram；
Fig. 5 is zero of doughnut-shaped steel plate in the prefabricated steel compound shear wall embodiment one of the utility model ring plate and batten plate
Part figure；
Fig. 6 is C-C cross-sectional view of Fig. 5；
Fig. 7 is the overall structure figure of the prefabricated steel compound shear wall embodiment two of the utility model ring plate and batten plate；
Fig. 8 is the overall structure figure of the prefabricated steel compound shear wall embodiment three of the utility model ring plate and batten plate.
Description of symbols:
1-outside plate, 2-concrete, 3-sealing plates,
4-doughnut-shaped steel plates, 5-batten plates.
Specific embodiment
Embodiment one
The embodiment one of the prefabricated steel compound shear wall of the utility model ring plate and batten plate as shown in Figures 1 to 6, should
Shear wall includes steel plate frame, and steel plate frame includes the multiple internode units being continuously arranged, each internode unit includes putting down
A pair of outside steel plate 1 of row setting, along the longitudinally disposed two column skeletal supports of steel plate between a pair of outside steel plate 1, wherein
One column skeletal supports are multiple hollow doughnut-shaped steel plates 4, and another column skeletal supports are multiple batten plates 5, and doughnut-shaped steel plate 4 is square
Shape ring flat-plate, batten plate 5 are rectangular slab, and doughnut-shaped steel plate 4 and batten plate 5 are each perpendicular to outside plate 1, and weld with 1 phase of outside plate,
Adjacent internode unit is welded by outside plate 1 and 4 phase of doughnut-shaped steel plate, after welding, the doughnut-shaped steel plate 4 of multiple internode units
It is horizontally in alternate to be alternatively arranged with batten plate 5, multiple internode units after welding are also welded with sealing plate 3 in exposed section,
So that steel plate frame becomes the enclosed construction with inner cavity, it is interior it is intracavitary poured concrete 2, can be when concrete 2 pours
It is flowed in each internode unit area, concrete 2 constitutes entire compound shear wall after pouring.
In the present embodiment, in the steel plate frame, the two sides steel plate with doughnut-shaped steel plate 4 and batten plate 5 is welded to each other to form stabilization
Skeleton, when concreting, can be flowed in each internode unit area.It is longitudinal along outside plate 1 in each internode unit
The multiple doughnut-shaped steel plates 4 being arranged, the longitudinal pitch between adjacent doughnut-shaped steel plate 4 are 200mm.It is longitudinally disposed along outside plate 1
Multiple batten plates 5, the longitudinal pitch between adjacent batten plate 5 is 200mm, the longitudinal pitch and doughnut-shaped steel plate 4 between batten plate 5 it
Between longitudinal pitch it is equal.Outside plate 1 with a thickness of 6mm, the thickness of the thickness and outside plate 1 of doughnut-shaped steel plate 4 and batten plate 5
Equal, doughnut-shaped steel plate 4 is equal with the height of batten plate 5, is 40mm.
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.And Fig. 1 the longitudinal direction of outside plate 1 is direction shown in Fig. 2, i.e.,
The perpendicular direction of shown transverse direction.The height of doughnut-shaped steel plate 4 and batten plate 5 can also within the scope of 20mm~50mm value,
Longitudinal pitch between adjacent doughnut-shaped steel plate 4 can also within the scope of 100mm~300mm value, between the longitudinal direction between batten plate 5
It is equal away from the longitudinal pitch between doughnut-shaped steel plate 4.
In the present embodiment, shear wall is "-" type wall, and sealing plate 3 is located at wall end, doughnut-shaped steel plate 4 and batten plate 5 and outside plate 1
The strong groove welding such as be all made of to be connected, sealing plate 3 is also welded on outside plate 1, with outside plate 1 using etc. strong groove welding be connected
It connects.
Embodiment two
The embodiment two of the prefabricated steel compound shear wall of the utility model ring plate and batten plate is as shown in fig. 7, and implement
Unlike example one, shear wall is L-type wall, and sealing plate 3 is located at wall end and wall turning, the strong groove such as sealing plate 3 and the use of outside plate 1
Weldering is connected.
Embodiment three
The embodiment three of the prefabricated steel compound shear wall of the utility model ring plate and batten plate is as shown in figure 8, and implement
Unlike example one, shear wall is T-type wall, and sealing plate 3 is located at wall end and wall turning, the strong groove such as sealing plate 3 and the use of outside plate 1
Weldering is connected.
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 (10)
1. the prefabricated steel compound shear wall of a kind of ring plate and batten plate, it is characterised in that: the shear wall includes 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
(1), along the longitudinally disposed two column skeletal supports of steel plate between a pair of outside steel plate (1), wherein a column skeletal supports are
Multiple hollow doughnut-shaped steel plates (4), another column skeletal supports are multiple batten plates (5), and doughnut-shaped steel plate (4) and batten plate (5) hang down
It directly in outside plate (1), and is mutually welded with outside plate (1), adjacent internode unit passes through outside plate (1) and annular
Steel plate (4) mutually welds, and after welding, the doughnut-shaped steel plate (4) and batten plate (5) of multiple internode units are horizontally in alternate interval
Arrangement, 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, it is described it is interior it is intracavitary 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 ring plate according to claim 1 and batten plate, it is characterised in that: the ring
Shape steel plate (4) is rectangle ring flat-plate, and the batten plate (5) is rectangular slab.
3. the prefabricated steel compound shear wall of ring plate according to claim 1 and batten plate, it is characterised in that: the section
Between in unit, the multiple doughnut-shaped steel plates (4) longitudinally disposed along outside plate (1), between the longitudinal direction between adjacent doughnut-shaped steel plate (4)
Away from for 100mm~300mm.
4. the prefabricated steel compound shear wall of ring plate according to claim 1 and batten plate, it is characterised in that: the section
Between in unit, the multiple batten plates (5) longitudinally disposed along outside plate (1), the longitudinal pitch between adjacent batten plate (5) is
100mm~300mm.
5. the prefabricated steel compound shear wall of ring plate according to claim 1 and batten plate, it is characterised in that: the outside
Steel plate (1) with a thickness of 4mm~8mm, the thickness phase of the thickness and outside plate (1) of the doughnut-shaped steel plate (4) and batten plate (5)
Deng.
6. the prefabricated steel compound shear wall of ring plate according to claim 1 and batten plate, it is characterised in that: the annular
The height of steel plate (4) and batten plate (5) is equal, is 20mm~50mm.
7. the prefabricated steel compound shear wall of ring plate according to claim 1 and batten plate, it is characterised in that: the annular
Steel plate (4) and batten plate (5) and outside plate (1) the strong groove welding such as are all made of and are connected, and the sealing plate (3) is also welded to outside steel
On plate (1), it is connected with the strong groove welding such as outside plate (1) use.
8. the prefabricated steel compound shear wall of ring plate according to any one of claims 1 to 7 and batten plate, feature exist
In: the shear wall is "-" type wall, and the sealing plate (3) is located at wall end.
9. the prefabricated steel compound shear wall of ring plate according to any one of claims 1 to 7 and batten plate, feature exist
In: the shear wall is L-type wall, and the sealing plate (3) is located at wall end and wall turning.
10. the prefabricated steel compound shear wall of ring plate according to any one of claims 1 to 7 and batten plate, feature exist
In: the 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 |
|---|---|---|---|
| CN201820407566.XU CN208293831U (en) | 2018-03-23 | 2018-03-23 | A kind of prefabricated steel compound shear wall of ring plate and batten plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820407566.XU CN208293831U (en) | 2018-03-23 | 2018-03-23 | A kind of prefabricated steel compound shear wall of ring plate and batten plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208293831U true CN208293831U (en) | 2018-12-28 |
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ID=64695463
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820407566.XU Active CN208293831U (en) | 2018-03-23 | 2018-03-23 | A kind of prefabricated steel compound shear wall of ring plate and batten plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208293831U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109680832A (en) * | 2019-02-21 | 2019-04-26 | 汉尔姆建筑科技有限公司 | Precast shear wall unit, spigot-and-socket shear wall and building |
| CN113585552A (en) * | 2021-07-18 | 2021-11-02 | 山东华海人防规划设计有限公司青岛分公司 | Assembly integral type steel plate concrete civil air defense airtight wall |
-
2018
- 2018-03-23 CN CN201820407566.XU patent/CN208293831U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109680832A (en) * | 2019-02-21 | 2019-04-26 | 汉尔姆建筑科技有限公司 | Precast shear wall unit, spigot-and-socket shear wall and building |
| CN113585552A (en) * | 2021-07-18 | 2021-11-02 | 山东华海人防规划设计有限公司青岛分公司 | Assembly integral type steel plate concrete civil air defense airtight 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: 20200122 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 |
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| TR01 | Transfer of patent right |