CN108316523A - A kind of prefabricated steel compound shear wall of band plate button - Google Patents
A kind of prefabricated steel compound shear wall of band plate button Download PDFInfo
- Publication number
- CN108316523A CN108316523A CN201810247481.4A CN201810247481A CN108316523A CN 108316523 A CN108316523 A CN 108316523A CN 201810247481 A CN201810247481 A CN 201810247481A CN 108316523 A CN108316523 A CN 108316523A
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- China
- Prior art keywords
- plate
- shear wall
- outside
- button
- steel
- 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.)
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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
- E04B2/8623—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers and at least one form leaf being monolithic
- E04B2/8629—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers and at least one form leaf being monolithic with both form leaves and spacers being monolithic
Abstract
The invention discloses a kind of prefabricated steel compound shear walls of band plate button, 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, each piece of outside plate is vertically arranged with plate button along steel plate, plate button is perpendicular to outside plate, the plate buckle structure of two pieces of outside plates is identical and mutually fastens, outside plate is fastened buckle-shaped at stable reinforcing bar tubercle by plate, adjacent internode unit is mutually welded by respective outside 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 in civil engineering a kind of assembled combined structure system, in particular to a kind of band plate button it is prefabricated
Steel plate combined shear wall, the combining form can be used in common skyscraper, be particularly suitable in assembled-type house and apartment.
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 of band plate button, the shear wall steel using amount economy,
It makes simply, 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 compound shear wall of band plate button,
It is characterized in that：The shear wall includes steel plate frame, and steel plate frame includes the multiple internode units being continuously arranged, each section
Between unit include a pair of outside steel plate disposed in parallel, each piece of outside plate be both provided with plate button, and plate button is perpendicular to outside
The plate buckle structure of steel plate, two pieces of outside plates is identical and mutually fastens, and outside plate is fastened buckle-shaped at stable reinforcing bar by plate
Tubercle, adjacent internode unit are mutually welded by respective outside plate, and multiple internode units after welding are also welded in exposed section
It is connected to sealing plate, so that steel plate frame becomes the enclosed construction with inner cavity, the interior intracavitary has poured concrete, and concrete pours
It can be flowed in each internode unit area when building, entire compound shear wall is constituted after concreting.
The compound shear wall of the present invention can solve the problem in current prefabricated concrete structure and steel construction.Pass through
Two pieces are welded with plate button is tight to pulling buckle and internal fill concrete forms vertical member stress system, two pieces of outsides for being welded with plate button
Steel plate welding combination forms between subelement and subelement and can be achieved to repeat to assemble by welding, and outside plate and plate button can be internal
The concrete of filling is constrained.The compound shear wall steel using amount economy makes simply, and quick construction can give full play to coagulation
Soil and steel construction advantage and the superior vertical member stress system of stress performance.
The following two kinds structure may be used in plate button in the present invention：
Structure one：The plate button is crotch head plate button, is made of the hook heads of straight line plate body and bending, mutually fastens
The hook heads of plate button are interlocked, and straight line plate body is connected with outside plate.
Structure two：The plate button is L shaped plate button.There is squeezing action to steel plate when because of casting concrete, it can by simplification
End is bent into l-shaped, is held out against by L-type plate button.
In the present invention, in the internode unit, each piece of outside plate is multiple along the longitudinally disposed multiple plate buttons of steel plate
Plate button is arranged with spacing for the equidistant intervals 100mm~300mm along the longitudinal of outside plate.
If steel plate combination wall is longer, panel length can be lengthened, the present invention can do following improvement：The internode unit
In, multiple plate buttons are laterally arranged along steel plate in each piece of outside plate, and multiple plate buttons are laterally equidistantly spaced along outside plate
Setting.
Preferably, the multiple plate button is set with spacing for the equidistant intervals 100mm~300mm along the longitudinal of outside plate
It sets.
In the present invention, the plate button is welded on outside plate or plate button passes through outside plate bending forming.
In the present invention, the thickness of the outside plate is 4mm~8mm, the thickness of the thickness and outside plate of the plate button
Equal, the height of the plate button is 20mm~50mm.
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 and wall turning.
It by the prefabricated steel compound shear wall of the band plate button of above-mentioned design, can get a desired effect, especially suitable for living
Residence is built 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, plate button and concrete, and compound action can
It leans on, overall structure resistance to compression, bending resistance and shear-carrying capacity are high.
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 band plate button of the present invention, shows shear wall
In the arrangement of each component in the horizontal；
Fig. 2 is A-A sectional views of Fig. 1, alignment placement of the display board button along outside plate longitudinal direction；
Fig. 3 be band plate button of the present invention prefabricated steel compound shear wall embodiment one in internode unit structural schematic diagram；
Fig. 4 be band plate button of the present invention prefabricated steel compound shear wall embodiment one in plate button part drawing；
Fig. 5 be band plate button of the present invention prefabricated steel compound shear wall embodiment one in another structure plate button part drawing；
Fig. 6 is the overall structure figure of the prefabricated steel compound shear wall embodiment two of band plate button of the present invention；
Fig. 7 is the overall structure figure of the prefabricated steel compound shear wall embodiment three of band plate button of the present invention；
Fig. 8 is the overall structure figure of the prefabricated steel compound shear wall example IV of band plate button of the present invention；
Fig. 9 is the structural schematic diagram of the internode unit in the prefabricated steel compound shear wall example IV of band plate button of the present invention；
Figure 10 is the overall structure figure of the prefabricated steel compound shear wall embodiment five of band plate button of the present invention；
Figure 11 is the structural schematic diagram of the internode unit in the prefabricated steel compound shear wall embodiment five of band plate button of the present invention.
Reference sign：
1-outside plate, 2-concrete, 3-sealing plates,
4-crotch head plate buttons, 41-straight line plate bodys, 42-hook heads, 5-L shaped plate buttons.
Specific implementation mode
Embodiment one
The embodiment one of the prefabricated steel compound shear wall of band plate button of the present invention is as shown in Figures 1 to 5, which includes
Steel plate frame, steel plate frame include the multiple internode units being continuously arranged, each internode unit includes disposed in parallel one
To outside plate 1, each piece of outside plate 1 is vertically arranged with plate button along steel plate, and for plate button perpendicular to outside plate 1, two pieces outer
The plate buckle structure of side steel plate 1 is identical and mutually fastens, outside plate 1 fastened by plate it is buckle-shaped at stable reinforcing bar tubercle, it is adjacent
Internode unit welded by 1 phase of respective outside plate, multiple internode units after welding are also welded with sealing plate in exposed section
3, so that steel plate frame becomes the enclosed construction with inner cavity, which has poured concrete 2, energy when concrete 2 pours
Enough to be flowed in each internode unit area, concrete 2 constitutes entire compound shear wall after pouring.
In the present embodiment, welding, which is formed, in the steel plate frame, after the both sides steel plate of band plate button mutually fastens stablizes skeleton, mixes
Solidifying soil can flow when pouring in each internode unit area.In internode unit, each piece of outside plate 1 is longitudinally set along steel plate
Multiple plate buttons are set, multiple plate buttons are arranged with spacing for the equidistant intervals 200mm along the longitudinal of outside plate 1, the thickness of outside plate 1
Degree 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 plate button is 30mm, along the longitudinal pitch of outside plate 1
For 200mm.The longitudinal direction of outside plate 1 is direction shown in Fig. 2, i.e. the direction perpendicular with the transverse direction shown by Fig. 1.Plate button
Height can also within the scope of 20mm~50mm value, multiple plate buttons along outside plate longitudinal pitch can also 100mm~
Value within the scope of 300mm.
In the present embodiment, plate button is welded on outside plate 1, can also pass through 1 bending forming of outside plate.Plate button is curved
Gib head plate button 4 is made of the hook heads 42 of straight line plate body 41 and bending, and the hook heads 42 of the plate button mutually to fasten are interlocked, directly
Line plate body 41 is connected with outside plate 1.
There is squeezing action to steel plate when because of casting concrete, the end of plate button can be bent by l-shaped by simplification, using figure
5 L shaped plate button 5 is held out against mutually by L-type plate button.
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 the prefabricated steel compound shear wall of band plate button of the present invention is as shown in fig. 6, different with embodiment one
It is that shear wall is L-type wall, 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.
Embodiment three
The embodiment three of the prefabricated steel compound shear wall of band plate button of the present invention is as shown in fig. 7, different with embodiment one
It is that shear wall is T-type wall, 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.
Example IV
The example IV of the prefabricated steel compound shear wall of band plate button of the present invention as shown in Fig. 8 to Fig. 9 and embodiment one not
With to lengthen the internode unit of panel length in the embodiment, suitable for the longer wall of steel plate combination wall, the internode list
Each piece of outside plate 1 is along steel plate four plate buttons of lateral setting in member, and four plate buttons are between the transverse direction of outside plate 1 is equidistant
Every setting.The quantity of plate button can also be set as multiple according to actual needs.Plate button in the embodiment is crotch head plate button 4.
Embodiment five
The embodiment five of the prefabricated steel compound shear wall of band plate button of the present invention is as shown in Figure 10 to Figure 11 and example IV
Unlike, the plate button in the embodiment is L shaped plate button 5.
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 of band plate button, it is characterised in that：The shear wall includes steel plate frame, steel plate bone
Frame includes the multiple internode units being continuously arranged, each internode unit includes a pair of outside steel plate (1) disposed in parallel, often
One piece of outside plate (1) is both provided with plate button, and plate button is perpendicular to outside plate (1), the plate buckle structure phase of two pieces of outside plates (1)
With and mutually fasten, outside plate (1) is fastened buckle-shaped at stable reinforcing bar tubercle by plate, and adjacent internode unit passes through respective
Outside plate (1) mutually weld, multiple internode units after welding are also welded with sealing plate (3) in exposed section, so that steel plate bone
It puts up as the enclosed construction with inner cavity, the interior intracavitary has poured concrete (2), and concrete (2) can be each when pouring
It is flowed in internode unit area, concrete (2) constitutes entire compound shear wall after pouring.
2. the prefabricated steel compound shear wall of band plate button according to claim 1, it is characterised in that：The plate button is curved
Gib head plate button (4) is made of, hook heads (42) phase of the plate button mutually to fasten the hook heads (42) of straight line plate body (41) and bending
It fastens, straight line plate body (41) is connected with outside plate (1).
3. the prefabricated steel compound shear wall of band plate button according to claim 1, it is characterised in that：The plate button is L
Shape plate button (5).
4. the prefabricated steel compound shear wall of band plate button according to claim 1, it is characterised in that：The internode unit
In, each piece of outside plate (1) along the longitudinally disposed multiple plate buttons of steel plate, multiple plate buttons along outside plate (1) it is longitudinal with
Away from being equidistantly spaced setting for 100mm~300mm.
5. the prefabricated steel compound shear wall of band plate button according to claim 1, it is characterised in that：The internode unit
In, multiple plate buttons are laterally arranged along steel plate in each piece of outside plate (1), and multiple plate buttons are between the transverse direction of outside plate (1) waits
It is arranged away from interval.
6. the prefabricated steel compound shear wall of band plate button according to claim 1, it is characterised in that：The plate button is welded on
On outside plate (1) or plate button passes through outside plate (1) bending forming.
7. the prefabricated steel compound shear wall of band plate button according to claim 1, it is characterised in that：The outside plate
(1) thickness is 4mm~8mm, and the thickness of the plate button is equal with the thickness of outside plate (1), and the height of the plate button is
20mm~50mm.
8. the prefabricated steel compound shear wall of band plate button according to any one of claims 1 to 7, it is characterised in that：It is described
Shear wall is "-" type wall, and the sealing plate (3) is located at wall end.
9. the prefabricated steel compound shear wall of band plate button according to any one of claims 1 to 7, it is characterised in that：It is described
Shear wall is L-type wall, and the sealing plate (3) is located at wall end and wall turning.
10. the prefabricated steel compound shear wall of band plate button according to any one of claims 1 to 7, it is characterised in that：It is described
Shear wall is T-type wall, and the sealing plate (3) is located at wall end and wall turning.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810247481.4A CN108316523A (en) | 2018-03-23 | 2018-03-23 | A kind of prefabricated steel compound shear wall of band plate button |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810247481.4A CN108316523A (en) | 2018-03-23 | 2018-03-23 | A kind of prefabricated steel compound shear wall of band plate button |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108316523A true CN108316523A (en) | 2018-07-24 |
Family
ID=62898208
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810247481.4A Pending CN108316523A (en) | 2018-03-23 | 2018-03-23 | A kind of prefabricated steel compound shear wall of band plate button |
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| CN (1) | CN108316523A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111042395A (en) * | 2019-12-29 | 2020-04-21 | 北京工业大学 | Double-deck steel sheet compound shear wall of channel-section truss-like drawknot |
| CN113585551A (en) * | 2021-08-17 | 2021-11-02 | 中核能源科技有限公司 | HSC structure with tie bar end anchor connecting node and construction method |
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| JP3079805U (en) * | 2001-02-23 | 2001-08-31 | 永裕興業股▲ふん▼有限公司 | Wall structure |
| CN203834804U (en) * | 2014-03-31 | 2014-09-17 | 浙江杭萧钢构股份有限公司 | Steel tube bundle combined structure consisting of continuous rectangular wave shaped steel plates and provided with lap joint concave tables |
| CN203834802U (en) * | 2014-03-31 | 2014-09-17 | 浙江杭萧钢构股份有限公司 | Steel tube bundle combined structure with L-shaped web plate arranged in staggered mode |
| CN105604216A (en) * | 2016-01-23 | 2016-05-25 | 合肥工业大学 | Pull-joint type double-steel-plate composite shear wall |
| CN205935301U (en) * | 2016-08-19 | 2017-02-08 | 杭州铁木辛柯钢结构设计有限公司 | Multicavity L shape rib double steel plates concrete compound shear wall's structure |
| CN208293832U (en) * | 2018-03-23 | 2018-12-28 | 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 of band plate button |
-
2018
- 2018-03-23 CN CN201810247481.4A patent/CN108316523A/en active Pending
Patent Citations (6)
| 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 |
| CN203834804U (en) * | 2014-03-31 | 2014-09-17 | 浙江杭萧钢构股份有限公司 | Steel tube bundle combined structure consisting of continuous rectangular wave shaped steel plates and provided with lap joint concave tables |
| CN203834802U (en) * | 2014-03-31 | 2014-09-17 | 浙江杭萧钢构股份有限公司 | Steel tube bundle combined structure with L-shaped web plate arranged in staggered mode |
| CN105604216A (en) * | 2016-01-23 | 2016-05-25 | 合肥工业大学 | Pull-joint type double-steel-plate composite shear wall |
| CN205935301U (en) * | 2016-08-19 | 2017-02-08 | 杭州铁木辛柯钢结构设计有限公司 | Multicavity L shape rib double steel plates concrete compound shear wall's structure |
| CN208293832U (en) * | 2018-03-23 | 2018-12-28 | 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 of band plate button |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111042395A (en) * | 2019-12-29 | 2020-04-21 | 北京工业大学 | Double-deck steel sheet compound shear wall of channel-section truss-like drawknot |
| CN111042395B (en) * | 2019-12-29 | 2020-11-20 | 北京工业大学 | Double-deck steel sheet compound shear wall of channel-section truss-like drawknot |
| CN113585551A (en) * | 2021-08-17 | 2021-11-02 | 中核能源科技有限公司 | HSC structure with tie bar end anchor connecting node and construction method |
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