CN107217759A - A kind of prefabricated steel faced wall with stirrup - Google Patents
A kind of prefabricated steel faced wall with stirrup Download PDFInfo
- Publication number
- CN107217759A CN107217759A CN201710455998.8A CN201710455998A CN107217759A CN 107217759 A CN107217759 A CN 107217759A CN 201710455998 A CN201710455998 A CN 201710455998A CN 107217759 A CN107217759 A CN 107217759A
- Authority
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- China
- Prior art keywords
- stirrup
- wall
- steel plate
- steel
- longitudinal wall
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 97
- 239000010959 steel Substances 0.000 title claims abstract description 97
- 239000004567 concrete Substances 0.000 claims abstract description 26
- 230000015572 biosynthetic process Effects 0.000 claims abstract description 3
- 238000003466 welding Methods 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 17
- 230000000694 effects Effects 0.000 description 6
- 239000000203 mixture Substances 0.000 description 5
- 230000008901 benefit Effects 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 210000003205 muscle Anatomy 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- 230000008859 change Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 230000036541 health Effects 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000005457 optimization Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8635—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties attached to the inner faces of the forms
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a kind of prefabricated steel faced wall with stirrup, including skeleton and concrete, skeleton is main by being constituted positioned at the steel plate of both sides, end plate and several stirrup units, 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 the stirrup for several levels 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.Stress performance of the present invention 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 present invention is due to using stirrup drawknot fixation steel plate and confined concrete, it is possible to reduce steel using amount, increase economic efficiency.Simple in construction, cost of the invention is low, and it is convenient to construct, it is adaptable to which skyscraper, be particularly suitable for use in assembled-type house and apartment.
Description
Technical field
The present invention relates to a kind of prefabricated steel faced wall, more particularly to a kind of prefabricated steel faced wall with stirrup.
Background technology
Traditional house building technology low production efficiency, speed of application are slow, construction period length, high material consumption and workman'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. variation is designed, can be designed according to housing need；2. function is modernized, and can use a variety of energy-conserving and environment-protective
Deng new material；3. manufacturing works, can cause building components and fittings to unify factorial praluction, accomplish without any letup；4. construction assembling
Change, labour can be greatly reduced, reduce waste of material；5. time optimization, makes construction period substantially 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, reduce various influences of the construction on surrounding enviroment, are conducive to raising to build
The labor productivity built, promote design, building become more meticulous, lifted building total quality and energy-saving and emission-reduction water rate, promote
Building Trade in China sustainable health development, 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 flexibly, can provide the preferable interior space, but be not easy guarantee because vertical member assembles quality, globality compared with
Cast-in-place structural is poor, and transport, which is installed, 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 is used at present for China
Be reinforced concrete shear wall structure form, and corrosion and fire prevention also constrain the popularization of steel house.
The content of the invention
It is an object of the invention to provide a kind of simple in construction, cost is low, construction is convenient, can improve space utilization
Rate, the dead load that mitigates, the prefabricated steel faced wall with stirrup for reducing earthquake sheet, increasing economic efficiency.
The purpose of the present invention is realized by following measures：A kind of prefabricated steel faced wall with stirrup, its feature exists
In：It includes skeleton and concrete, and the skeleton is main by being constituted positioned at the steel plate of both sides, end plate and several stirrup units, institute
State end plate and be fixed on the both ends of steel plate and formed and pour chamber, the stirrup unit be arranged on it is described pour in chamber, several stirrup lists
Member is intervally arranged along wall length direction, and each stirrup unit is by the stirrup group for several levels being intervally arranged on vertical
Into two sides of the stirrup are fixed on the inner surface of the steel plate, and the concreting constitutes described in chamber is poured
Prefabricated steel faced wall with stirrup.
The present invention fixes two blocks of steel plates by closed stirrup and internal fill concrete constitutes vertical member stress system, hoop
Muscle internally can enter row constraint by fill concrete simultaneously as fixation steel plate effect, and the present invention is effective with concrete structure by steel construction
Ground is combined together, and has given full play to concrete and the respective advantage of steel construction, and stress performance is excellent, can greatly reduce wall section
Size, and then the utilization rate of space is improved, and dead load can be mitigated, reduce earthquake sheet.In addition, the present invention by
In using stirrup drawknot fixation steel plate and confined concrete, it is possible to reduce steel using amount, increase economic efficiency.Structure letter of the present invention
Single, cost is low, and it is convenient to construct, it is adaptable to which skyscraper, be particularly suitable for use in assembled-type house and apartment.
As one embodiment of the present invention, the prefabricated steel faced wall with stirrup is in-line.
As another embodiment of the invention, the prefabricated steel faced wall with stirrup is L-shaped, described to have
The prefabricated steel faced wall of stirrup includes longitudinal wall and longitudinal wall, at the handing-over position of the longitudinal wall and longitudinal wall
Inside be not provided with stirrup, the inner of longitudinal wall is connected on the inner inner side steel plate of longitudinal wall, in the inner of longitudinal wall and
End plate is internally provided with, this pair of end plate corresponds respectively to a pair of steel plates of longitudinal wall to form enclosed area at handing-over position
Domain.
As the another embodiment of the present invention, the prefabricated steel faced wall with stirrup is T-shaped, described to have
The prefabricated steel faced wall of stirrup includes longitudinal wall and longitudinal wall, at the handing-over position of the longitudinal wall and longitudinal wall
Stirrup is inside not provided with, the inner of longitudinal wall is connected on the inner side steel plate in the middle part of longitudinal wall, one is provided with longitudinal wall
To end plate, this pair of end plate corresponds respectively to a pair of steel plates of longitudinal wall to form closed area at handing-over position.
As a further improvement on the present invention, the skeleton of the prefabricated steel faced wall with stirrup is single by multiple combinations
Member composition, each assembled unit is mainly made up of two pieces of steel plate units and at least one stirrup unit, adjacent in each assembled unit
Steel plate unit dock to form complete steel plate.The present invention length of assembled unit can be determined according to wall length in the design and in work
Factory or scene carry out repeating assembling.The present invention 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, and construction quality is ensured.
As a kind of preferred embodiment of the present invention, the strong groove welding such as described steel plate unit use is attached.
As a kind of preferred embodiment of the present invention, the stirrup point is welded on the inner surface of the steel plate.It is main to rise
Enter the effect of row constraint to fixation steel plate and internal fill concrete.
It is used as a kind of preferred embodiment of the present invention, a diameter of 6~12mm of stirrup, adjacent hoop in each stirrup unit
The distance between muscle is not less than 150mm.
As a kind of preferred embodiment of the present invention, the thickness of the steel plate is 4~12mm, requires to determine according to calculating
Its thickness, is usually mainly to undertake fill concrete in horizontal loads and constraint.
Compared with prior art, the present invention has following significant effect：
(1) the present invention fixes two blocks of steel plates by closed stirrup and internal fill concrete constitutes vertical member stress system,
Stirrup internally can enter row constraint by fill concrete simultaneously as fixation steel plate effect, and the present invention has steel construction with concrete structure
Effect it is combined together, has given full play to concrete and the respective advantage of steel construction, stress performance is excellent, wall can be greatly reduced and cut
Face size, and then the utilization rate of space is improved, and dead load can be mitigated, reduce earthquake sheet.
(2) the present invention is due to using stirrup drawknot fixation steel plate and confined concrete, it is possible to reduce steel using amount, improves economical
Benefit.
(3) the present invention 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, and construction quality is ensured.
(4) simple in construction, cost of the invention is low, and it is convenient to construct, it is adaptable to which skyscraper, be particularly suitable for use in assembled-type house
And apartment.
Brief description of the drawings
The invention will be described in further detail with specific embodiment below in conjunction with the accompanying drawings.
Fig. 1 is the structural representation of the embodiment of the present invention 1；
Fig. 2 is the structural representation of the assembled unit of the embodiment of the present invention 1；
Fig. 3 is the structural representation of the embodiment of the present invention 2；
Fig. 4 is the structural representation of the embodiment of the present invention 3.
Embodiment
Embodiment 1
As illustrated in fig. 1 and 2, it is a kind of prefabricated steel faced wall with stirrup of the present invention, in the present embodiment, with hoop
The prefabricated steel faced wall of muscle is in-line, and it includes skeleton and concrete 5, and skeleton is mainly by steel plate 1, the end plate positioned at both sides
3 and several stirrup units composition, the thickness of steel plate 1 is 4~12mm, requires to determine its thickness according to calculating, and is usually mainly to hold
Carry on a shoulder pole 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
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
The stirrup 2 for several levels being intervally arranged on vertical is constituted, and 2 points of stirrup is welded on the inner surface of steel plate 1, and stirrup is primarily served
The effect of fixed and drawknot steel plate.The distance between adjacent stirrup 2 is not no in a diameter of 6~12mm of stirrup 2, each stirrup unit
Less than 150mm.Concrete 5, which is cast in pour, constitutes the prefabricated steel faced wall with stirrup in chamber.
Skeleton is made up of multiple assembled units 4, and each assembled unit 4 is main by two pieces of steel plate units and a stirrup unit
The strong groove welding such as adjacent steel plate unit use is attached to form complete steel plate 1 in composition, each assembled unit 4.In design
In can be determined according to wall length assembled unit length and factory or scene carry out repeat assembling.The present invention can be pre- in factory process
System, 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 pair of end plate corresponds respectively to a pair of steel plates 1 of longitudinal wall 10
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,
Be provided with a pair of end plate 16,17 in longitudinal wall 15, this pair of end plate 16,17 correspond respectively to a pair of steel plates 1 of longitudinal wall 14 from
And form closed area 18 at handing-over position.
The implementation of the present invention is not limited to this, according to the above of the present invention, knows according to the ordinary skill of this area
Know and customary means, under the premise of above-mentioned basic fundamental thought of the invention is not departed from, the present invention can also make other a variety of shapes
Modification, replacement or the change of formula, all fall within the scope of the present invention.
Claims (9)
1. a kind of prefabricated steel faced wall with stirrup, it is characterised in that：It includes skeleton and concrete, and the skeleton is main
By being constituted 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 the stirrup for several levels being intervally arranged on vertical, and two sides of the stirrup are fixed on the interior of the steel plate
On surface, the concreting constitutes the prefabricated steel faced wall with stirrup in chamber is poured.
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. 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 into 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, longitudinal wall the inner and be internally provided with end plate, this pair of end plate corresponds respectively to a pair of steel plates of longitudinal wall
So as to form closed area at handing-over position.
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 into 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 pair of end plate corresponds respectively to a pair of steel plates of longitudinal wall handing over
Socket part position forms closed area.
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 main by two pieces of steel plate units
And at least one stirrup unit is constituted, adjacent steel plate unit docks to form complete steel plate in each assembled unit.
6. the prefabricated steel faced wall according to claim 5 with stirrup, it is characterised in that：The steel plate unit is used
It is attached etc. strong groove welding.
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. the prefabricated steel faced wall according to claim 7 with stirrup, it is characterised in that：A diameter of the 6 of stirrup~
The distance between adjacent stirrup is not less than 150mm in 12mm, each stirrup unit.
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.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710455998.8A CN107217759A (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 |
|---|---|---|---|
| CN201710455998.8A CN107217759A (en) | 2017-06-16 | 2017-06-16 | A kind of prefabricated steel faced wall with stirrup |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107217759A true CN107217759A (en) | 2017-09-29 |
Family
ID=59949568
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710455998.8A Pending CN107217759A (en) | 2017-06-16 | 2017-06-16 | A kind of prefabricated steel faced wall with stirrup |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107217759A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108049523A (en) * | 2018-01-29 | 2018-05-18 | 南京工业大学 | Encased steel plate-concrete profiled the shear wall of built-in tie hoop compound constant |
| CN108104331A (en) * | 2017-12-12 | 2018-06-01 | 重庆渝隆远大住宅工业有限公司 | Overlap wall body structure and preparation method thereof |
| CN108396907A (en) * | 2018-05-12 | 2018-08-14 | 杭萧钢构股份有限公司 | A kind of double steel plate Combination beam of steel and concrete |
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| CN105780967A (en) * | 2016-04-27 | 2016-07-20 | 合肥工业大学 | Web waveform rib tie force riffled plate concrete composite prefabricated wall |
| CN105821989A (en) * | 2016-04-18 | 2016-08-03 | 杭萧钢构股份有限公司 | Assembly type steel pipe bundle concrete shear wall structure system and construction method thereof |
| CN206174115U (en) * | 2016-10-24 | 2017-05-17 | 杭萧钢构股份有限公司 | Integrated configuration is restrainted to steel pipe by high -frequency soldering H shaped steel is constituteed |
| CN207003738U (en) * | 2017-06-16 | 2018-02-13 | 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 |
-
2017
- 2017-06-16 CN CN201710455998.8A patent/CN107217759A/en active Pending
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| KR20070066255A (en) * | 2005-12-21 | 2007-06-27 | 재단법인 포항산업과학연구원 | Double skin steel concrete composite shear wall |
| CN103122665A (en) * | 2013-01-18 | 2013-05-29 | 金天德 | Combined-type steel-box-shaped steel plate shear wall |
| CN103806529A (en) * | 2014-01-15 | 2014-05-21 | 浙江杭萧钢构股份有限公司 | T-shaped steel pipe bunch combined structure |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108104331A (en) * | 2017-12-12 | 2018-06-01 | 重庆渝隆远大住宅工业有限公司 | Overlap wall body structure and preparation method thereof |
| CN108049523A (en) * | 2018-01-29 | 2018-05-18 | 南京工业大学 | Encased steel plate-concrete profiled the shear wall of built-in tie hoop compound constant |
| CN108396907A (en) * | 2018-05-12 | 2018-08-14 | 杭萧钢构股份有限公司 | A kind of double steel plate Combination beam of steel and concrete |
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Application publication date: 20170929 |