CN108643391A - A kind of prefabricated steel compound shear wall with groove profile batten plate - Google Patents
A kind of prefabricated steel compound shear wall with groove profile batten plate Download PDFInfo
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- CN108643391A CN108643391A CN201810247454.7A CN201810247454A CN108643391A CN 108643391 A CN108643391 A CN 108643391A CN 201810247454 A CN201810247454 A CN 201810247454A CN 108643391 A CN108643391 A CN 108643391A
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- plate
- groove profile
- shear wall
- profile batten
- outside
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 77
- 239000010959 steel Substances 0.000 title claims abstract description 77
- 150000001875 compounds Chemical class 0.000 title claims abstract description 39
- 238000007789 sealing Methods 0.000 claims abstract description 24
- 238000010276 construction Methods 0.000 claims abstract description 19
- 238000003466 welding Methods 0.000 claims abstract description 19
- 230000002708 enhancing effect Effects 0.000 claims abstract description 3
- 230000008901 benefit Effects 0.000 abstract description 5
- 238000004519 manufacturing process Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 230000004224 protection Effects 0.000 description 3
- 230000008859 change Effects 0.000 description 2
- 238000004134 energy conservation Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000036541 health Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000034 method Methods 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
- 230000000505 pernicious effect Effects 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 239000002689 soil Substances 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
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
Abstract
The invention discloses a kind of prefabricated steel compound shear walls with groove profile 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 and the groove profile batten plate along the longitudinally disposed section of outside plate for U-shaped, the groove profile batten plate is mutually welded perpendicular to outside plate and with outside plate, outside plate is constrained for clip, the stability of enhancing structure, adjacent internode unit is mutually welded by outside plate and groove profile batten 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, the interior intracavitary has poured concrete, it can be flowed in each internode unit area when concreting, entire compound shear wall is constituted after concreting.The shear wall steel using amount economy makes simply, and quick construction can give full play to concrete and the respective advantage of steel construction.
Description
Technical field
The invention belongs to a kind of assembled combined structure systems in civil engineering, in particular to a kind of with groove profile batten plate
Prefabricated steel compound shear wall, the combining form can be used in common skyscraper, be particularly suitable for assembled-type house and apartment
In.
Background 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, 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 may be used
Equal new materials；3. manufacturing works can make building components and fittings are unified to be factory produced, by once；4. construction assembly
Change, labour can be greatly reduced, reduces waste of material；5. time optimization makes construction period obviously accelerate.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 ensure, globality compared with
Cast-in-place structural is poor, and transport installation is easy there are the present situations 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 good solution party for the disadvantage in current structural system
Case.
Invention content
The object of the present invention is to provide a kind of prefabricated steel compound shear wall with groove profile batten plate, shear wall steel using amount warps
Ji makes simply, and quick construction can give full play to concrete and the respective advantage of steel construction.
The above-mentioned purpose of the present invention is achieved through the following technical solutions：A kind of prefabricated steel combined shear with groove profile batten plate
Wall, it is characterised in that：The shear wall includes steel plate frame, and steel plate frame includes the multiple internode units being continuously arranged, each
A internode unit includes a pair of outside steel plate disposed in parallel and the groove profile along the longitudinally disposed section of outside plate for U-shaped
Batten plate, the groove profile batten plate are mutually welded perpendicular to outside plate and with outside plate, are constrained outside plate for clip, are increased
The stability of strong structure, adjacent internode unit are mutually welded by outside plate and groove profile batten plate, multiple internodes after welding
Unit is also welded with sealing plate in exposed section, so that steel plate frame becomes the enclosed construction with inner cavity, the interior intracavitary pours
There is a concrete, when concreting can be flowed in each internode unit area, and entire combination is constituted after concreting
Shear wall.
The compound shear wall of the present invention can solve the problem in current prefabricated concrete structure and steel construction.It will lead to
Cross two pieces of outside plates that groove profile batten plate is formed by connecting and internal fill concrete composition vertical member stress system, groove profile batten plate
It combines to be formed between subelement and subelement with the welding of both sides steel plate and can be achieved to repeat to assemble by welding, steel plate and batten plate can be right
The concrete of interior filling is constrained..The compound shear wall steel using amount economy makes simply, and quick construction can give full play to mixed
Solidifying soil and steel construction advantage and the superior vertical member stress system of stress performance.
In the present invention, the groove profile batten plate is also welded with the short steel plate in inside, and the short steel plate in inside is on the outside of being parallel to
The direction of steel plate length is arranged.
In the present invention, the thickness of the outside plate is 4mm~8mm, the thickness of the groove profile batten plate and outside plate
Thickness is equal.
In the present invention, the height of the groove profile batten plate is 20mm~50mm.
In the present invention, the groove profile batten plate in each described internode unit is multiple, and multiple groove profile batten plates are along outside steel
The longitudinal of plate is arranged with spacing for the equidistant intervals 100mm~300mm.
In the present invention, between the groove profile batten plate and outside plate using etc. strong groove welding be connected.
In the present invention, between the sealing plate and outside plate using etc. strong groove welding be connected.
Following various structures may be used in the shear wall of the present invention：
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.
By the prefabricated steel compound shear wall with groove profile batten plate of above-mentioned design, can get a desired effect, it is particularly suitable
In residential housing and apratment building.
Compared with prior art, the invention has the advantages that：
(1) compound shear wall structural elements of the invention is not only used as vertical supporting member, but also as lateral resistant member.Combination
Shear wall structure stress performance is excellent, and wall section size is smaller, and then improves the utilization rate of space, mitigates structure certainly
Weight reduces earthquake sheet.
(2) compound shear wall structural elements of the invention 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 ensured,
It is a large amount of to save manually.
(3) present invention cooperates relative to remaining compound wall structure, steel plate wall, groove profile batten plate and concrete, group cooperation
With reliable, overall structure resistance to compression, bending resistance and shear-carrying capacity height.
Description of the drawings
The present invention 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 invention with groove profile batten plate, and display is cut
The arrangement of each component in the horizontal in power wall；
Fig. 2 is A-A views of Fig. 1, shows the outside weldings relationship between groove profile batten plate and outside plate；
Fig. 3 is B-B sectional views of Fig. 1, alignment placement of the display groove profile batten plate along outside plate longitudinal direction；
Fig. 4 is the structural representation of internode unit in the prefabricated steel compound shear wall embodiment one of the invention with groove profile batten plate
Figure；
Fig. 5 is the structural representation of groove profile batten plate in the prefabricated steel compound shear wall embodiment one of the invention with groove profile batten plate
Figure；
Fig. 6 is the overall structure figure of the prefabricated steel compound shear wall embodiment two of the invention with groove profile batten plate；
Fig. 7 is the overall structure figure of the prefabricated steel compound shear wall embodiment three of the invention with groove profile batten plate；
Fig. 8 is the overall structure figure of the prefabricated steel compound shear wall example IV of the invention with groove profile batten plate；
Fig. 9 is C-C views of Fig. 8, shows the outside weldings relationship between groove profile batten plate and outside plate；
Figure 10 is D-D sectional views of Fig. 8, alignment placement of the display groove profile batten plate along outside plate longitudinal direction；
Figure 11 is that the structure of internode unit in the prefabricated steel compound shear wall example IV of the invention with groove profile batten plate is shown
It is intended to；
Figure 12 is that the structure of groove profile batten plate in the prefabricated steel compound shear wall example IV of the invention with groove profile batten plate is shown
It is intended to；
Figure 13 is the overall structure figure of the prefabricated steel compound shear wall embodiment five of the invention with groove profile batten plate；
Figure 14 is the overall structure figure of the prefabricated steel compound shear wall embodiment six of the invention with groove profile batten plate.
Reference sign：
1-outside plate, 2-concrete, 3-sealing plates,
4-groove profile batten plates, the short steel plate in 41-insides.
Specific implementation mode
Embodiment one
The embodiment one of prefabricated steel compound shear wall of the present invention with groove profile batten plate is as shown in Figures 1 to 5, including steel plate
Skeleton, steel plate frame include the multiple internode units being continuously arranged, each internode unit includes disposed in parallel one external
Side steel plate 1 and along the longitudinally disposed section of outside plate 1 be U-shaped groove profile batten plate 4, groove profile batten plate 4 is perpendicular to outside plate 1
And it is welded with 1 phase of outside plate, constrains outside plate 1, the stability of enhancing structure for clip, groove profile batten plate 4 also welds
There is a short steel plate 41 in inside, the short steel plate in inside 41 is arranged along the direction for being parallel to 1 length of outside plate, and adjacent internode unit passes through
Outside plate 1 and the welding of 4 phase of groove profile batten plate, 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, and interior intracavitary has poured concrete 2, can be in each section when concrete 2 pours
Between flow in unit area, concrete 2 constitutes entire compound shear wall after pouring.
In the present embodiment, in the steel plate frame, the outside plate 1 with groove profile batten plate 4 constitutes internode unit, multiple internode lists
Member is welded to each other to form stable skeleton, and when concreting can be flowed in each internode unit area.It is each in internode unit
Groove profile batten plate 4 in a internode unit is multiple, and multiple groove profile batten plates 4 are the vertical of 200mm with spacing along the longitudinal direction of outside plate 1
Setting is equidistantly spaced to spacing.The thickness of outside plate 1 is 6mm, and the thickness of plate button is equal with the thickness of outside plate 1.
The thickness of the outside plate 1 is according to its determining thickness of calculating requirement, the value usually within the scope of 4mm~8mm, mainly
For undertaking fill concrete in horizontal loads and constraint.The height of groove profile batten plate 4 is 30mm, along the vertical of outside plate 1
It is 200mm to spacing.The longitudinal direction of outside plate 1 is direction shown in Fig. 3, i.e. the direction perpendicular with the transverse direction shown by Fig. 1.
The height of groove profile batten plate 4 can also within the scope of 20mm~50mm value, multiple groove profile batten plates 4 are between the longitudinal direction of outside plate 1
Away from can also within the scope of 100mm~300mm value.
In the present embodiment, between groove profile batten plate 4 and outside plate 1 using etc. strong groove welding be connected.Sealing plate 3 and outside steel
Between plate 1 using etc. strong groove welding be connected.
In the present embodiment, shear wall is "-" type wall, and sealing plate 3 is located at wall end, the strong slope such as sealing plate 3 and the use of outside plate 1
Mouth weldering is connected.
Embodiment two
The embodiment two of prefabricated steel compound shear wall of the present invention with groove profile batten plate is as shown in fig. 6, not with embodiment one
Same is that shear wall is L-type wall, and sealing plate 3 is located at wall end and wall turning, and sealing plate 3 is connected with the strong groove welding such as the use of outside plate 1
It connects.
Embodiment three
The embodiment three of prefabricated steel compound shear wall of the present invention with groove profile batten plate is as shown in fig. 7, not with embodiment one
Together, shear wall is T-type wall, and sealing plate 3 is located at wall end, and sealing plate 3 is connected with the strong groove welding such as the use of outside plate 1.
Example IV
The example IV of prefabricated steel compound shear wall of the present invention with groove profile batten plate is as shown in Fig. 8 to Figure 12, and implements
Unlike example one, the groove profile batten plate 4 in the embodiment does not have the short steel plate 41 in inside, directly uses section for the groove profile of U-shaped
Batten plate 4.
Embodiment five
The embodiment five of prefabricated steel compound shear wall of the present invention with groove profile batten plate as shown in figure 13 and example IV not
Same is that shear wall is L-type wall, and sealing plate 3 is located at wall end and wall turning, and sealing plate 3 is connected with the strong groove welding such as the use of outside plate 1
It connects.
Embodiment six
The embodiment six of prefabricated steel compound shear wall of the present invention with groove profile batten plate as shown in figure 14 and example IV not
Together, shear wall is T-type wall, and sealing plate 3 is located at wall end, and sealing plate 3 is connected with the strong groove welding such as the use of outside plate 1.
The above embodiment of the present invention is not limiting the scope of the present invention, and embodiments of the present invention are not limited to
This, all this kind the above according to the present invention is not departing from this according to the ordinary technical knowledge and customary means of this field
Under the premise of inventing above-mentioned basic fundamental thought, modification, replacement or change to other diversified forms that above structure of the present invention is made
More, it should all fall within the scope and spirit of the invention.
Claims (10)
1. a kind of prefabricated steel compound shear wall with groove profile batten plate, it is characterised in that：The shear wall includes steel plate frame, steel
Framework includes the multiple internode units being continuously arranged, each internode unit includes a pair of outside steel plate disposed in parallel
(1) and along the longitudinally disposed section of outside plate (1) be U-shaped groove profile batten plate (4), the groove profile batten plate (4) perpendicular to
It outside plate (1) and is mutually welded with outside plate (1), for clip constraint outside plate (1), the stability of enhancing structure,
Adjacent internode unit is mutually welded by outside plate (1) and groove profile batten plate (4), and multiple internode units after welding are exposed
Place is also welded with sealing plate (3), so that steel plate frame becomes the enclosed construction with inner cavity, the interior intracavitary has poured concrete
(2), it can be flowed in each internode unit area when concrete (2) pours, concrete (2) constitutes entire combination after pouring
Shear wall.
2. the prefabricated steel compound shear wall according to claim 1 with groove profile batten plate, it is characterised in that：The groove profile
Batten plate (4) is also welded with the short steel plate (41) in inside, and the short steel plate in inside (41) is along the direction for being parallel to outside plate (1) length
Setting.
3. the prefabricated steel compound shear wall according to claim 1 with groove profile batten plate, it is characterised in that：The outside steel
The thickness of plate (1) is 4mm~8mm, and the thickness of the groove profile batten plate (4) is equal with the thickness of outside plate (1).
4. the prefabricated steel compound shear wall according to claim 1 with groove profile batten plate, it is characterised in that：The groove profile is sewed
The height of plate (4) is 20mm~50mm.
5. the prefabricated steel compound shear wall according to claim 1 with groove profile batten plate, it is characterised in that：Described is each
Groove profile batten plate (4) in a internode unit is multiple, and multiple groove profile batten plates (4) are with spacing along the longitudinal of outside plate (1)
100mm~300mm is equidistantly spaced setting.
6. the prefabricated steel compound shear wall according to claim 1 with groove profile batten plate, it is characterised in that：The groove profile is sewed
Between plate (4) and outside plate (1) using etc. strong groove welding be connected.
7. the prefabricated steel compound shear wall according to claim 1 with groove profile batten plate, it is characterised in that：The sealing plate
(3) between outside plate (1) using etc. strong groove welding be connected.
8. the prefabricated steel compound shear wall according to any one of claims 1 to 7 with groove profile batten plate, it is characterised in that：
The shear wall is "-" type wall, and the sealing plate (3) is located at wall end.
9. the prefabricated steel compound shear wall according to any one of claims 1 to 7 with groove profile batten plate, it is characterised in that：
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 according to any one of claims 1 to 7 with groove profile batten plate, it is characterised in that：
The shear wall is T-type wall, and the sealing plate (3) is located at wall end.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810247454.7A CN108643391B (en) | 2018-03-23 | 2018-03-23 | Prefabricated steel plate combined shear wall with grooved batten plates |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810247454.7A CN108643391B (en) | 2018-03-23 | 2018-03-23 | Prefabricated steel plate combined shear wall with grooved batten plates |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108643391A true CN108643391A (en) | 2018-10-12 |
| CN108643391B CN108643391B (en) | 2024-01-12 |
Family
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|---|---|---|---|
| CN201810247454.7A Active CN108643391B (en) | 2018-03-23 | 2018-03-23 | Prefabricated steel plate combined shear wall with grooved batten plates |
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Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3079805U (en) * | 2001-02-23 | 2001-08-31 | 永裕興業股▲ふん▼有限公司 | Wall structure |
| CN102296723A (en) * | 2011-07-21 | 2011-12-28 | 广州容柏生建筑结构设计事务所 | Outer multi-cavity steel plate concrete combined shear wall and construction method thereof |
| CN104047378A (en) * | 2014-05-05 | 2014-09-17 | 浙江杭萧钢构股份有限公司 | Steel tube bundle combined structure shear wall field spliced node |
| CN105952031A (en) * | 2016-06-23 | 2016-09-21 | 杭萧钢构股份有限公司 | Steel tube bundle and concrete combined shear wall with steel plates, studs and internal connection rib plates |
| CN206328896U (en) * | 2016-12-30 | 2017-07-14 | 杭州汉拓建筑设计有限公司 | A kind of lattice pillar compound shear wall |
| CN206784638U (en) * | 2017-01-23 | 2017-12-22 | 同济大学 | Include the prefabricated overlapped shear wall of steel plate |
| CN208088568U (en) * | 2018-03-23 | 2018-11-13 | 广东省建筑科学研究院集团股份有限公司 | A kind of prefabricated steel compound shear wall with groove profile batten plate |
-
2018
- 2018-03-23 CN CN201810247454.7A patent/CN108643391B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3079805U (en) * | 2001-02-23 | 2001-08-31 | 永裕興業股▲ふん▼有限公司 | Wall structure |
| CN102296723A (en) * | 2011-07-21 | 2011-12-28 | 广州容柏生建筑结构设计事务所 | Outer multi-cavity steel plate concrete combined shear wall and construction method thereof |
| CN104047378A (en) * | 2014-05-05 | 2014-09-17 | 浙江杭萧钢构股份有限公司 | Steel tube bundle combined structure shear wall field spliced node |
| CN105952031A (en) * | 2016-06-23 | 2016-09-21 | 杭萧钢构股份有限公司 | Steel tube bundle and concrete combined shear wall with steel plates, studs and internal connection rib plates |
| CN206328896U (en) * | 2016-12-30 | 2017-07-14 | 杭州汉拓建筑设计有限公司 | A kind of lattice pillar compound shear wall |
| CN206784638U (en) * | 2017-01-23 | 2017-12-22 | 同济大学 | Include the prefabricated overlapped shear wall of steel plate |
| CN208088568U (en) * | 2018-03-23 | 2018-11-13 | 广东省建筑科学研究院集团股份有限公司 | A kind of prefabricated steel compound shear wall with groove profile batten plate |
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| CN108643391B (en) | 2024-01-12 |
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