CN207003719U - A kind of prefabricated steel faced wall with steel bar girder - Google Patents

A kind of prefabricated steel faced wall with steel bar girder Download PDF

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Publication number
CN207003719U
CN207003719U CN201720708539.1U CN201720708539U CN207003719U CN 207003719 U CN207003719 U CN 207003719U CN 201720708539 U CN201720708539 U CN 201720708539U CN 207003719 U CN207003719 U CN 207003719U
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China
Prior art keywords
steel
wall
bar girder
steel bar
prefabricated
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CN201720708539.1U
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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
Priority to CN201720708539.1U priority Critical patent/CN207003719U/en
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Abstract

The utility model discloses a kind of prefabricated steel faced wall with steel bar girder, including skeleton and concrete, skeleton is by positioned at both sides steel plate, end plate and steel bar girder composition, end plate is fixed on the formation of steel plate both ends and pours chamber, steel bar girder, which is arranged on, to be poured in chamber, steel bar girder along wall length direction several truss elements that are intervally arranged by forming, each truss element is by two vertical bearing rods, several horizontal abdomen muscle and several oblique abdomen muscle compositions, vertical bearing rod is connected on inner surface of steel plate, horizontal abdomen muscle is longitudinally arranged between two vertical bearing rods and is intervally arranged along wall short transverse, oblique abdomen muscle is connected in the diagonal positions of vertical bearing rod and horizontal abdomen muscle composition framework, the incline direction of adjacent tiltedly abdomen muscle is opposite, concreting is in chamber is poured.The utility model stress performance is excellent, reduce wall sectional dimension, improve space utilization rate, mitigate dead load, reduce earthquake sheet, and it is simple in construction, cost is low, construction it is convenient, suitable for assembled-type house.

Description

A kind of prefabricated steel faced wall with steel bar girder
Technical field
It the utility model is related to a kind of prefabricated steel faced wall, more particularly to a kind of prefabricated steel group with steel bar girder Close 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 steel bar girder 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 steel bar girder, It is characterized in that:It includes skeleton and concrete, and the skeleton is mainly by positioned at the steel plate of both sides, end plate and steel bar girder group The both ends that steel plate is fixed on into, the end plate form and pour chamber, the steel bar girder be arranged on it is described pour in chamber, the steel Muscle truss is made up of the several truss elements being intervally arranged along wall length direction, and each truss element is by two vertical erections Muscle, several horizontal abdomen muscle and several oblique abdomen muscle compositions, the vertical bearing rod are connected on the inner surface of the steel plate, the horizontal abdomen Muscle is longitudinally arranged between two vertical bearing rods and is intervally arranged along wall short transverse, and the tiltedly abdomen muscle is connected to perpendicular On to the diagonal positions of bearing rod and horizontal abdomen muscle composition framework, the incline direction of adjacent tiltedly abdomen muscle is on the contrary, the concrete pours Build and the prefabricated steel faced wall with steel bar girder is formed in chamber is poured.
The utility model fixes two blocks of steel plates by steel bar girder and internal fill concrete forms vertical member beaer System, internally it can enter row constraint by fill concrete while steel bar girder plays fixation steel plate effect, the utility model is by steel construction It is effectively bonded together with concrete structure, has given full play to concrete and the respective advantage of steel construction, stress performance is excellent, Wall sectional dimension can be greatly reduced, and then improves the utilization rate of space, and dead load can be mitigated, reduces earthquake effect Should.In addition, the utility model is due to using steel bar girder drawknot fixation steel plate and confined concrete, it is possible to reduce steel using amount, carries High economic 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 House and apartment.
In order to avoid transportation light plate occurred level misplaces, as a kind of improvement of the present utility model, in the tool There are the both ends of the prefabricated steel faced wall of steel bar girder and positioned at first truss element and the horizontal abdomen muscle of second truss element Between be diagonally connected with diagonal bar.
As a kind of embodiment of the present utility model, the prefabricated steel faced wall with steel bar girder is a word Shape.
As another embodiment of the present utility model, the prefabricated steel faced wall with steel bar girder is L-shaped, The prefabricated steel faced wall with steel bar girder includes longitudinal wall and longitudinal wall, in the longitudinal wall and horizontal wall Steel bar girder is not provided with the handing-over position of body, the inner of longitudinal wall is connected on the inner inner side steel plate of longitudinal wall, The inner of longitudinal wall and it is internally provided with end plate, this corresponds respectively to a pair of steel plates of longitudinal wall to end plate so as to join Position forms closed area.
As another embodiment of the present utility model, the prefabricated steel faced wall with steel bar girder is T-shaped, The prefabricated steel faced wall with steel bar girder includes longitudinal wall and longitudinal wall, in the longitudinal wall and horizontal wall Steel bar girder is not provided with the handing-over position of body, the inner of longitudinal wall is connected on the inner side steel plate in the middle part of longitudinal wall, 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 be formed at handing-over position Closed area.
As further improvement of the utility model, the skeleton of the prefabricated steel faced wall with steel bar girder is by more Individual assembled unit composition, each assembled unit is mainly made up of two pieces of steel plate units and two truss elements, in each assembled unit Adjacent steel plate unit docks to form complete steel plate and steel bar girder.The utility model can grow determination group according to wall in the design Close the length of unit and carry out repeating assembling in factory or scene.The utility model can be prefabricated in factory process, and in-site pouring mixes Solidifying soil and a small amount of weld seam operation, relative to existing assembling concrete structure, convenient transportation, construction is simple, construction quality Ensured.
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 vertical bearing rod is continuously welded or is intermittently welded in institute State on the inner surface of steel plate.Vertical bearing rod primarily serves fixed and drawknot steel plate effect.
As a kind of preferred embodiment of the present utility model, each bar diameter of steel bar girder is 6~12mm, adjacent horizontal stroke The spacing of abdomen muscle 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) steel construction and concrete structure are effectively bonded together by the utility model, have given full play to concrete and steel The respective advantage of structure, stress performance is excellent, can greatly reduce wall sectional dimension, and then improves the utilization rate of space, and And dead load can be mitigated, reduce earthquake sheet.
(2) the utility model is due to using steel bar girder drawknot fixation steel plate and confined concrete, it is possible to reduce steel using amount, Increase economic efficiency.
(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 truss element of the utility model embodiment 1;
Fig. 4 is the structural representation of the utility model embodiment 2;
Fig. 5 is the structural representation of the utility model embodiment 3.
Embodiment
Embodiment 1
As shown in Figures 1 to 3, it is a kind of prefabricated steel faced wall with steel bar girder of the utility model, in the present embodiment In, the prefabricated steel faced wall with steel bar girder is in-line, and it includes skeleton and concrete 5, and skeleton is mainly by positioned at two Steel plate 1, end plate 3 and the steel bar girder 2 of side form, and the thickness of steel plate 1 is 4~12mm, require to determine its thickness according to calculating, lead to Often fill concrete in horizontal loads and constraint is undertaken to be main.The strong groove welding of the grade of end plate 3 is connected to the both ends of steel plate 1 Formation pours chamber, and steel bar girder 2, which is arranged on, to be poured in chamber, and steel bar girder 2 is by several purlins for being intervally arranged along wall length direction Frame unit is formed, and each truss element is made up of two vertical bearing rods 6, several horizontal abdomen muscle 8 and several oblique abdomen muscle 7, vertical frame Stud 6, several horizontal abdomen muscle 8 and several oblique abdomen muscle 7 form a stabilising system, and vertical bearing rod 6 is continuously welded or is intermittently welded On the inner surface of steel plate 1, vertical bearing rod primarily serves fixed and drawknot steel plate effect.Horizontal abdomen muscle 8 is longitudinally arranged at two It is intervally arranged between the vertical bearing rod 6 of bar and along wall short transverse, oblique abdomen muscle 7 is connected to vertical bearing rod 6 and horizontal abdomen muscle 8 In the diagonal positions for forming framework, the incline direction of adjacent tiltedly abdomen muscle 7 on the contrary, steel bar girder 2 each bar diameter for 6~ 12mm, the spacing of adjacent horizontal abdomen muscle 8 are not less than 150mm.
At the both ends of the prefabricated steel faced wall with steel bar girder and it is located at first truss element and second truss Diagonal bar 9 is diagonally connected between the horizontal abdomen muscle 8 of unit.Concrete 5, which is cast in pour to form in chamber, has the prefabricated of steel bar girder Steel plate combination wall.
Skeleton is made up of multiple assembled units 4, and each assembled unit 4 is mainly by two pieces of steel plate units and two truss elements Form, groove welding is attached to form complete steel plate 1 and reinforcing bar purlin by force for adjacent steel plate unit use etc. in each assembled unit 4 Frame 2.It can be grown in the design according to wall and determine the length of assembled unit 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.
Embodiment 2
As shown in figure 4, the present embodiment and the difference of embodiment 1 are:Prefabricated steel combination with steel bar girder Wall is L-shaped, and the prefabricated steel faced wall with steel bar girder includes longitudinal wall 10 and longitudinal wall 11, in the He of longitudinal wall 10 Steel bar girder is not provided with the handing-over position of longitudinal wall 11, the inner of longitudinal wall 10 is connected to the interior of the inner of longitudinal wall 11 On side steel plate 1, in the inner of longitudinal wall 11 and end plate 3,12 is internally provided with, this corresponds respectively to longitudinal wall 10 to end plate A pair of steel plates 1 so as to handing-over position formed closed area 13.
Embodiment 3
As shown in figure 5, the present embodiment and the difference of embodiment 1 are:Prefabricated steel combination with steel bar girder Wall is T-shaped, and the prefabricated steel faced wall with steel bar girder includes longitudinal wall 14 and longitudinal wall 15, in the He of longitudinal wall 14 Steel bar girder is not provided with the handing-over position of longitudinal wall 15, the inner of longitudinal wall 14 is connected to the interior of the middle part of longitudinal wall 15 On side steel plate 1, a pair of end plate 16,17 is provided with longitudinal wall 15, this corresponds respectively to longitudinal wall 14 to end plate 16,17 A pair of steel plates 1 are so as in handing-over position formation closed area 18.
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 (10)

  1. A kind of 1. prefabricated steel faced wall with steel bar girder, it is characterised in that:It includes skeleton and concrete, the skeleton Mainly it is made up of the steel plate, end plate and steel bar girder positioned at both sides, the both ends formation that the end plate is fixed on steel plate pours chamber, The steel bar girder be arranged on it is described pour in chamber, the steel bar girder is by several truss for being intervally arranged along wall length direction Unit is formed, and each truss element is made up of two vertical bearing rods, several horizontal abdomen muscle and several oblique abdomen muscle, the vertical erection Muscle is connected on the inner surface of the steel plate, and the horizontal abdomen muscle is longitudinally arranged between two vertical bearing rods and along wall Short transverse is intervally arranged, and the tiltedly abdomen muscle is connected in the diagonal positions of vertical bearing rod and horizontal abdomen muscle composition framework, phase The incline direction of adjacent tiltedly abdomen muscle on the contrary, the concreting it is described pour form in chamber it is described prefabricated with steel bar girder Steel plate combination wall.
  2. 2. the prefabricated steel faced wall according to claim 1 with steel bar girder, it is characterised in that:There is steel described Both ends of the prefabricated steel faced wall of muscle truss and between first truss element and the horizontal abdomen muscle of second truss element Diagonally it is connected with diagonal bar.
  3. 3. the prefabricated steel faced wall according to claim 2 with steel bar girder, it is characterised in that:It is described that there is reinforcing bar The prefabricated steel faced wall of truss is in-line.
  4. 4. the prefabricated steel faced wall according to claim 2 with steel bar girder, it is characterised in that:It is described that there is reinforcing bar The prefabricated steel faced wall of truss is L-shaped, and the prefabricated steel faced wall with steel bar girder includes longitudinal wall and transverse direction Wall, steel bar girder is not provided with the handing-over position of the longitudinal wall and longitudinal wall, the inner of longitudinal wall is connected to On the inner inner side steel plate of longitudinal wall, in the inner of longitudinal wall and end plate is internally provided with, this is corresponded respectively to end plate A pair of steel plates of longitudinal wall are so as in handing-over position formation closed area.
  5. 5. the prefabricated steel faced wall according to claim 2 with steel bar girder, it is characterised in that:It is described that there is reinforcing bar The prefabricated steel faced wall of truss is T-shaped, and the prefabricated steel faced wall with steel bar girder includes longitudinal wall and transverse direction Wall, steel bar girder is not provided with the handing-over position of the longitudinal wall and longitudinal wall, the inner of longitudinal wall is connected to On inner side steel plate in the middle part of longitudinal wall, a pair of end plate is provided with longitudinal wall, this corresponds respectively to longitudinal wall to end plate A pair of steel plates so as to handing-over position formed closed area.
  6. 6. the prefabricated steel faced wall with steel bar girder according to any one of claim 3~5, it is characterised in that:Institute The skeleton for stating the prefabricated steel faced wall with steel bar girder is made up of multiple assembled units, and each assembled unit is mainly by two pieces Steel plate unit and two truss elements form, and adjacent steel plate unit docks to form complete steel plate and reinforcing bar in each assembled unit Truss.
  7. 7. the prefabricated steel faced wall according to claim 6 with steel bar girder, it is characterised in that:The steel plate unit Using etc. strong groove welding be attached.
  8. 8. the prefabricated steel faced wall according to claim 7 with steel bar girder, it is characterised in that:The vertical erection Muscle is continuously welded or is intermittently welded on the inner surface of the steel plate.
  9. 9. the prefabricated steel faced wall according to claim 8 with steel bar girder, it is characterised in that:Steel bar girder it is each Bar diameter is 6~12mm, and the spacing of adjacent horizontal abdomen muscle is not less than 150mm.
  10. 10. the prefabricated steel faced wall according to claim 9 with steel bar girder, it is characterised in that:The steel plate Thickness is 4~12mm.
CN201720708539.1U 2017-06-16 2017-06-16 A kind of prefabricated steel faced wall with steel bar girder Active CN207003719U (en)

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Application Number Priority Date Filing Date Title
CN201720708539.1U CN207003719U (en) 2017-06-16 2017-06-16 A kind of prefabricated steel faced wall with steel bar girder

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720708539.1U CN207003719U (en) 2017-06-16 2017-06-16 A kind of prefabricated steel faced wall with steel bar girder

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107190885A (en) * 2017-06-16 2017-09-22 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 steel bar girder
CN109235636A (en) * 2018-10-18 2019-01-18 刘家宇 A kind of high-strength anti-seismic wall, integral cast-in-situ formula building and its engineering method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107190885A (en) * 2017-06-16 2017-09-22 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 steel bar girder
CN109235636A (en) * 2018-10-18 2019-01-18 刘家宇 A kind of high-strength anti-seismic wall, integral cast-in-situ formula building and its engineering method

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Effective date of registration: 20210304

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