CN207003738U - A kind of prefabricated steel faced wall with stirrup - Google Patents

A kind of prefabricated steel faced wall with stirrup Download PDF

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Publication number
CN207003738U
CN207003738U CN201720708490.XU CN201720708490U CN207003738U CN 207003738 U CN207003738 U CN 207003738U CN 201720708490 U CN201720708490 U CN 201720708490U CN 207003738 U CN207003738 U CN 207003738U
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China
Prior art keywords
stirrup
wall
steel plate
steel
longitudinal wall
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CN201720708490.XU
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Chinese (zh)
Inventor
曹大燕
陈林
何文辉
李俞谕
苍久山
李昂
刘春艳
朱梓健
温泓生
范萍
叶华彬
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GUANGDONG JIANKE ARCHITECTURAL DESIGN INSTITUTE Co.,Ltd.
South China University of Technology SCUT
South China Agricultural University
Original Assignee
Guangdong Architectural Design Institute Of Department Of Construction Co Ltd
South China University of Technology SCUT
South China Agricultural University
Guangdong Provincial Academy of Building Research Group Co Ltd
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Application filed by Guangdong Architectural Design Institute Of Department Of Construction Co Ltd, South China University of Technology SCUT, South China Agricultural University, Guangdong Provincial Academy of Building Research Group Co Ltd filed Critical Guangdong Architectural Design Institute Of Department Of Construction Co Ltd
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Abstract

The utility model discloses a kind of prefabricated steel faced wall with stirrup, including skeleton and concrete, skeleton positioned at the steel plate of both sides, end plate and several stirrup units mainly by forming, the both ends formation that end plate is fixed on steel plate pours chamber, stirrup unit is arranged on described pour in chamber, several stirrup units are intervally arranged along wall length direction, each stirrup unit is made up of several the horizontal stirrups being intervally arranged on vertical, two sides of stirrup are fixed on the inner surface of steel plate, and concreting is in chamber is poured.The utility model stress performance is excellent, can greatly reduce wall sectional dimension, and then improves the utilization rate of space, and can mitigate dead load, reduces earthquake sheet.In addition, the utility model is due to using stirrup drawknot fixation steel plate and confined concrete, it is possible to reduce steel using amount, increases economic efficiency.The utility model is simple in construction, cost is low, and construction is convenient, and suitable for skyscraper, be particularly suitable for use in assembled-type house and apartment.

Description

A kind of prefabricated steel faced wall with stirrup
Technical field
It the utility model is related to a kind of prefabricated steel faced wall, more particularly to a kind of prefabricated steel combination with stirrup Wall.
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, and a series of this situation has not adapted to rigid demand of the modern society to house.And assembled architecture have it is following Feature:1. design variation, can be designed according to housing need;2. function modernizes, a variety of energy-conserving and environment-protective can be used Deng new material;3. manufacturing works, building components and fittings can be caused to unify factorial praluction, accomplish without any letup;4. construction assembling Change, labour can be greatly reduced, reduce waste of material;5. time optimization, construction period is set substantially to accelerate.
Assembled architecture is focused on to environment, the protection of resource, and building sewage, You Haiqi are effectively reduced in its work progress Body, the discharge of dust and the pollution of construction noise, various influences of the construction on surrounding enviroment are reduced, is advantageous to raising and builds The labor productivity built, promote design, building become more meticulous, lift the total quality and energy-saving and emission-reduction water rate of building, promote Building Trade in China sustainable health development, meet 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 because vertical member assembling quality is not easy to ensure, globality compared with Cast-in-place structural is poor, and transport installation easily has the present situation restrictive condition such as problem, and popularization and application are by a definite limitation.And assembled steel Standard rate is high, energy-conserving and environment-protective, but in view of the higher influence of its cost, most of high-rise residential building uses at present in China Be reinforced concrete shear wall structure form, and corrode and fire prevention also constrains the popularization of steel house.
Utility model content
The purpose of this utility model be to provide it is a kind of it is simple in construction, cost is low, construction is convenient, it is sharp to improve space With rate, mitigate dead load, the prefabricated steel faced wall with stirrup for reducing earthquake sheet, increasing economic efficiency.
The purpose of this utility model is realized by following measures:A kind of prefabricated steel faced wall with stirrup, it is special Sign is:It includes skeleton and concrete, and the skeleton is mainly by positioned at the steel plate of both sides, end plate and several stirrup unit groups The both ends that steel plate is fixed on into, the end plate form and pour chamber, the stirrup unit be arranged on it is described pour in chamber, several hoops Muscle unit is intervally arranged along wall length direction, and each stirrup unit is by several horizontal stirrups for being intervally arranged on vertical Composition, two sides of the stirrup are fixed on the inner surface of the steel plate, and the concreting forms institute in chamber is poured State the prefabricated steel faced wall with stirrup.
The utility model fixes two blocks of steel plates by closed stirrup and internal fill concrete forms vertical member beaer System, stirrup act on as fixation steel plate while internally can enter row constraint by fill concrete, and the utility model is by steel construction and coagulation Soil structure is effectively bonded together, and has given full play to concrete and the respective advantage of steel construction, stress performance is excellent, can be significantly Reduce wall sectional dimension, and then improve the utilization rate of space, and dead load can be mitigated, reduce earthquake sheet.Separately Outside, the utility model is due to using stirrup drawknot fixation steel plate and confined concrete, it is possible to reduce steel using amount, improves economic effect Benefit.The utility model is simple in construction, cost is low, and construction is convenient, and suitable for skyscraper, be particularly suitable for use in assembled-type house and public affairs Residence.
As a kind of embodiment of the present utility model, the prefabricated steel faced wall with stirrup is in-line.
As another embodiment of the present utility model, the prefabricated steel faced wall with stirrup is L-shaped, described Prefabricated steel faced wall with stirrup includes longitudinal wall and longitudinal wall, in the handing-over of the longitudinal wall and longitudinal wall Stirrup is not provided with position, the inner of longitudinal wall is connected on the inner inner side steel plate of longitudinal wall, in longitudinal wall End plate is held and is internally provided with, a pair of steel plates that longitudinal wall is corresponded respectively to end plate are closed so as to be formed at handing-over position Region.
As another embodiment of the present utility model, the prefabricated steel faced wall with stirrup is T-shaped, described Prefabricated steel faced wall with stirrup includes longitudinal wall and longitudinal wall, in the handing-over of the longitudinal wall and longitudinal wall Stirrup is not provided with position, the inner of longitudinal wall is connected on the inner side steel plate in the middle part of longitudinal wall, set in longitudinal wall There is a pair of end plate, this corresponds respectively to a pair of steel plates of longitudinal wall to end plate so as in handing-over position formation closed area.
As further improvement of the utility model, the skeleton of the prefabricated steel faced wall with stirrup is by multiple groups Unit composition is closed, each assembled unit is mainly made up of two pieces of steel plate units and at least one stirrup unit, in each assembled unit Adjacent steel plate unit docks to form complete steel plate.The utility model can grow the length for determining assembled unit according to wall in the design Spend and carry out repeating assembling in factory or scene.The utility model can be prefabricated in factory process, in-site pouring concrete and a small amount of Weld seam operation, ensured relative to existing assembling concrete structure, convenient transportation, construction is simple, construction quality.
As a kind of preferred embodiment of the present utility model, the strong groove weldings such as the steel plate unit uses are attached.
As a kind of preferred embodiment of the present utility model, the stirrup point is welded on the inner surface of the steel plate.It is main Play a part of fixation steel plate and internal fill concrete enters row constraint.
As a kind of preferred embodiment of the present utility model, a diameter of 6~12mm of stirrup, phase in each stirrup unit The distance between adjacent stirrup is not less than 150mm.
As a kind of preferred embodiment of the present utility model, the thickness of the steel plate is 4~12mm, is required according to calculating Its thickness is determined, usually mainly undertakes fill concrete in horizontal loads and constraint.
Compared with prior art, the utility model has following significant effect:
(1) the utility model fixes two blocks of steel plates by closed stirrup and internal fill concrete forms vertical member stress System, stirrup internally can enter row constraint by fill concrete simultaneously as fixation steel plate effect, and the utility model is by steel construction with mixing Xtah Crude Clay structure is effectively bonded together, and has given full play to concrete and the respective advantage of steel construction, stress performance is excellent, can be big It is big to reduce wall sectional dimension, and then the utilization rate of space is improved, and dead load can be mitigated, reduce earthquake sheet.
(2) the utility model is due to using stirrup drawknot fixation steel plate and confined concrete, it is possible to reduce steel using amount, improves Economic benefit.
(3) the utility model can be prefabricated in factory process, in-site pouring concrete and a small amount of weld seam operation, relative to Existing assembling concrete structure, convenient transportation, construction is simple, construction quality are ensured.
(4) the utility model is simple in construction, cost is low, and construction is convenient, and suitable for skyscraper, be particularly suitable for use in assembled House and apartment.
Brief description of the drawings
Utility model is described in further detail with specific embodiment below in conjunction with the accompanying drawings.
Fig. 1 is the structural representation of the utility model embodiment 1;
Fig. 2 is the structural representation of the assembled unit of the utility model embodiment 1;
Fig. 3 is the structural representation of the utility model embodiment 2;
Fig. 4 is the structural representation of the utility model embodiment 3.
Embodiment
Embodiment 1
As illustrated in fig. 1 and 2, it is a kind of prefabricated steel faced wall with stirrup of the utility model, in the present embodiment, tool The prefabricated steel faced wall for having stirrup is in-line, and it includes skeleton and concrete 5, skeleton mainly by the steel plate 1 positioned at both sides, End plate 3 and several stirrup units composition, the thickness of steel plate 1 be 4~12mm, requires to determine its thickness according to calculating, it is usual based on Undertake fill concrete in horizontal loads and constraint.The both ends formation that the strong groove welding of the grade of end plate 3 is connected to steel plate 1 is poured Build chamber, stirrup unit, which is arranged on, to be poured in chamber, and several stirrup units are intervally arranged along wall length direction, each stirrup unit by Several the horizontal stirrups 2 being intervally arranged on vertical are formed, and 2 points of stirrup is welded on the inner surface of steel plate 1, and stirrup mainly rises To fixed and drawknot steel plate effect.A diameter of 6~12mm of stirrup 2, the distance between adjacent stirrup 2 in each stirrup unit Not less than 150mm.Concrete 5, which is cast in pour, forms the prefabricated steel faced wall with stirrup in chamber.
Skeleton is made up of multiple assembled units 4, and each assembled unit 4 is mainly by two pieces of steel plate units and a stirrup unit Form, groove welding is attached to form complete steel plate 1 by force for adjacent steel plate unit use etc. in each assembled unit 4.Designing In can according to wall grow determine assembled unit length and factory or scene carry out repeat assembling.The utility model can add in factory Work is prefabricated, in-site pouring concrete and a small amount of weld seam operation.
In other embodiments, each assembled unit can also be mainly by two pieces of steel plate units and more than two stirrup lists Member composition.
Embodiment 2
As shown in figure 3, the present embodiment and the difference of embodiment 1 are:Prefabricated steel faced wall with stirrup is L Shape, the prefabricated steel faced wall with stirrup includes longitudinal wall 10 and longitudinal wall 11, in longitudinal wall 10 and longitudinal wall Stirrup is not provided with 11 handing-over position, the inner of longitudinal wall 10 is connected on the inner inner side steel plate 1 of longitudinal wall 11, Longitudinal wall 11 the inner and be internally provided with end plate 3,12, this corresponds respectively to a pair of steel plates 1 of longitudinal wall 10 to end plate So as to form closed area 13 at handing-over position.
Embodiment 3
As shown in figure 4, the present embodiment and the difference of embodiment 1 are:Prefabricated steel faced wall with stirrup is T Shape, the prefabricated steel faced wall with stirrup includes longitudinal wall 14 and longitudinal wall 15, in longitudinal wall 14 and longitudinal wall Stirrup is not provided with 15 handing-over position, the inner of longitudinal wall 14 is connected on the inner side steel plate 1 at the middle part of longitudinal wall 15, A pair of end plate 16,17 is provided with longitudinal wall 15, this end plate 16,17 is corresponded respectively to a pair of steel plates 1 of longitudinal wall 14 from And form closed area 18 at handing-over position.
Embodiment not limited to this of the present utility model, according to the above of the present utility model, according to the general of this area Logical technological know-how and customary means, under the premise of the above-mentioned basic fundamental thought of the utility model is not departed from, the utility model may be used also To make the modification of other diversified forms, replacement or change, all fall within scope of protection of the utility model.

Claims (9)

  1. A kind of 1. prefabricated steel faced wall with stirrup, it is characterised in that:It includes skeleton and concrete, and the skeleton is main By being formed positioned at the steel plate of both sides, end plate and several stirrup units, the both ends formation that the end plate is fixed on steel plate pours chamber, The stirrup unit is poured in chamber described in being arranged on, and several stirrup units are intervally arranged along wall length direction, each stirrup list Member is made up of several the horizontal stirrups being intervally arranged on vertical, and two sides of the stirrup are fixed on the interior of the steel plate On surface, the concreting forms the prefabricated steel faced wall with stirrup in chamber is poured.
  2. 2. the prefabricated steel faced wall according to claim 1 with stirrup, it is characterised in that:It is described pre- with stirrup Steel plate combination wall processed is in-line.
  3. 3. the prefabricated steel faced wall according to claim 1 with stirrup, it is characterised in that:It is described pre- with stirrup Steel plate combination wall processed is L-shaped, and the prefabricated steel faced wall with stirrup includes longitudinal wall and longitudinal wall, described vertical Stirrup is not provided with the handing-over position of wall and longitudinal wall, the inner of longitudinal wall is connected to the inner inner side of longitudinal wall On steel plate, in the inner of longitudinal wall and end plate is internally provided with, this corresponds respectively to a pair of steel plates of longitudinal wall to end plate So as to form closed area at handing-over position.
  4. 4. the prefabricated steel faced wall according to claim 1 with stirrup, it is characterised in that:It is described pre- with stirrup Steel plate combination wall processed is T-shaped, and the prefabricated steel faced wall with stirrup includes longitudinal wall and longitudinal wall, described vertical Stirrup is not provided with the handing-over position of wall and longitudinal wall, the inner of longitudinal wall is connected to the inner side in the middle part of longitudinal wall On steel plate, a pair of end plate is provided with longitudinal wall, this corresponds respectively to a pair of steel plates of longitudinal wall to end plate so as to hand over Socket part position forms closed area.
  5. 5. the prefabricated steel faced wall with stirrup according to any one of claim 2~4, it is characterised in that:The tool It is made up of the skeleton of the prefabricated steel faced wall of stirrup multiple assembled units, each assembled unit is mainly by two pieces of steel plate units And at least one stirrup unit forms, adjacent steel plate unit docks to form complete steel plate in each assembled unit.
  6. 6. the prefabricated steel faced wall according to claim 5 with stirrup, it is characterised in that:The steel plate unit uses It is attached etc. strong groove welding.
  7. 7. the prefabricated steel faced wall according to claim 6 with stirrup, it is characterised in that:The stirrup point is welded in institute State on the inner surface of steel plate.
  8. 8. the prefabricated steel faced wall according to claim 7 with stirrup, it is characterised in that:A diameter of the 6 of stirrup~ 12mm, the distance between adjacent stirrup is not less than 150mm in each stirrup unit.
  9. 9. the prefabricated steel faced wall according to claim 8 with stirrup, it is characterised in that:The thickness of the steel plate is 4~12mm.
CN201720708490.XU 2017-06-16 2017-06-16 A kind of prefabricated steel faced wall with stirrup Active CN207003738U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720708490.XU CN207003738U (en) 2017-06-16 2017-06-16 A kind of prefabricated steel faced wall with stirrup

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720708490.XU CN207003738U (en) 2017-06-16 2017-06-16 A kind of prefabricated steel faced wall with stirrup

Publications (1)

Publication Number Publication Date
CN207003738U true CN207003738U (en) 2018-02-13

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Country Status (1)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107217759A (en) * 2017-06-16 2017-09-29 广东省建筑科学研究院集团股份有限公司 A kind of prefabricated steel faced wall with stirrup

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107217759A (en) * 2017-06-16 2017-09-29 广东省建筑科学研究院集团股份有限公司 A kind of prefabricated steel faced wall with stirrup

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Effective date of registration: 20210315

Address after: 510500 No. 121 martyrs East Road, Guangdong, Guangzhou

Patentee after: GUANGDONG JIANKE ARCHITECTURAL DESIGN INSTITUTE Co.,Ltd.

Patentee after: SOUTH CHINA University OF TECHNOLOGY

Patentee after: SOUTH CHINA AGRICULTURAL University

Address before: 510500 No. 121 martyrs East Road, Guangdong, Guangzhou

Patentee before: GUANGDONG PROVINCIAL ACADEMY OF BUILDING RESEARCH GROUP Co.,Ltd.

Patentee before: GUANGDONG JIANKE ARCHITECTURAL DESIGN INSTITUTE Co.,Ltd.

Patentee before: SOUTH CHINA University OF TECHNOLOGY

Patentee before: SOUTH CHINA AGRICULTURAL University

TR01 Transfer of patent right