CN110359581B - Aluminum alloy shear wall, prefabricated component and building monomer - Google Patents
Aluminum alloy shear wall, prefabricated component and building monomer Download PDFInfo
- Publication number
- CN110359581B CN110359581B CN201910266069.1A CN201910266069A CN110359581B CN 110359581 B CN110359581 B CN 110359581B CN 201910266069 A CN201910266069 A CN 201910266069A CN 110359581 B CN110359581 B CN 110359581B
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- Prior art keywords
- aluminum alloy
- peripheral
- shear wall
- wall
- alloy shear
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- 229910000838 Al alloy Inorganic materials 0.000 title claims abstract description 64
- 239000000178 monomer Substances 0.000 title abstract description 5
- 230000002093 peripheral effect Effects 0.000 claims abstract description 53
- 238000000034 method Methods 0.000 claims abstract description 5
- 238000005192 partition Methods 0.000 claims abstract description 3
- 238000010079 rubber tapping Methods 0.000 claims description 16
- 229910000831 Steel Inorganic materials 0.000 abstract description 6
- 239000010959 steel Substances 0.000 abstract description 6
- 238000004519 manufacturing process Methods 0.000 abstract description 5
- 239000011248 coating agent Substances 0.000 abstract description 2
- 238000000576 coating method Methods 0.000 abstract description 2
- 238000005260 corrosion Methods 0.000 abstract description 2
- 230000007797 corrosion Effects 0.000 abstract description 2
- 239000003973 paint Substances 0.000 abstract description 2
- 238000003466 welding Methods 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 7
- 238000007789 sealing Methods 0.000 description 6
- 239000000956 alloy Substances 0.000 description 3
- 239000004567 concrete Substances 0.000 description 3
- 238000003825 pressing Methods 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 125000006850 spacer group Chemical group 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
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
- E04B1/6108—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
- E04B1/612—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces
- E04B1/6179—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with protrusions and recesses on each frontal surface
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
- E04C2/34—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts
- E04C2/36—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts spaced apart by transversely-placed strip material, e.g. honeycomb panels
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
- E04C2/38—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels
- E04C2/384—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels with a metal frame
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Load-Bearing And Curtain Walls (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention relates to the field of shear walls, in particular to an aluminum alloy shear wall, a prefabricated part and a building monomer, which comprise peripheral wallboards with closed peripheries and stiffening plates connected with the peripheral wallboards, wherein a cavity formed by the encircling of the peripheral wallboards is divided into a plurality of small cavity bodies through the stiffening plates, inserting cores are arranged in the small cavity bodies, accommodating cavities are arranged in the inserting cores, raised ribs which are abutted with adjacent inserting cores are arranged on the stiffening plates, and the adjacent inserting cores are connected through partition plates; the invention has the advantages that: the aluminum alloy can be extruded and molded at one time and is corrosion-resistant, so that the processing precision is high; the working procedures of blanking, assembling, welding, paint coating and the like in the traditional steel plate shear wall manufacturing and processing are eliminated, the manufacturing and processing cost is saved, the production efficiency is improved, and the large-batch mechanical standard production can be realized; the quality is stable and reliable, and the method is suitable for being applied to green assembly type buildings which are assembled rapidly.
Description
Technical Field
The invention relates to the field of shear walls, in particular to an aluminum alloy shear wall, a prefabricated part and a building monomer.
Background
The shear wall is taken as an important component of a building structure and mainly bears the functions of vertical axial force and shearing and bending resistance, but a steel plate shear wall in the prior art is generally formed by adopting the following modes: two steel plates are used as the wall surfaces, concrete is poured in the steel plates and reinforcing steel bars are laid, or end posts are added at two ends of the steel plates and bolts are welded, but the steel plate shear wall needs a plurality of working procedures such as blanking, assembling, welding, paint coating and the like, and is high in processing cost and difficult to control in quality.
Based on this, the present case results.
Disclosure of Invention
One of the purposes of the invention is to provide an aluminum alloy shear wall which is used for simplifying the working procedure, reducing the cost and realizing standardized assembly type production of building parts.
In order to achieve the above purpose, the technical scheme is as follows:
the utility model provides an aluminum alloy shear force wall, includes the peripheral wallboard of closed all around and the stiffening plate of being connected with peripheral wallboard, and the cavity that the peripheral wallboard encloses to close and forms cuts apart into a plurality of little cavity through the stiffening plate, is equipped with the lock pin in the little cavity, is equipped with in the lock pin and holds the chamber, is equipped with the protruding rib with adjacent lock pin butt on the stiffening plate, is connected through the baffle between the adjacent lock pin.
Preferably, the inner wall and the outer wall of the peripheral wallboard or the inserting core are provided with concave grooves or convex lines.
Preferably, the inner wall of the peripheral wallboard is provided with T-shaped free end stiffening ribs, and the side wall of the insertion core is inwards recessed to form slots for clamping the free end stiffening ribs.
Preferably, the self-tapping screw comprises opposite-holding L-shaped stiffening plates formed by opposite-holding connection of two L-shaped stiffening plates, wherein the stiffening plates are connected with the peripheral wallboard through the opposite-holding L-shaped stiffening plates, and a first hole cavity for accommodating the self-tapping screw is formed between the opposite-holding L-shaped stiffening plates and the peripheral wallboard.
Preferably, the peripheral wallboard is in a straight shape, a T shape, an L shape or a cross shape.
Preferably, the end part of the peripheral wallboard is a step, and the tread of the step extends outwards to form a convex part.
Preferably, the side surface of the convex part parallel to the step kicking surface is toothed.
Preferably, the steps have four steps, the highest step is provided with a first protruding part, the inside is provided with a second hole cavity for the self-tapping screw to pass through, the third high step is provided with a second protruding part, the inside is provided with a third hole cavity for the self-tapping screw to pass through, and the external dimensions of the steps at the end parts of the peripheral wallboards are the same.
The second object of the present invention is to provide a prefabricated component, which comprises the aluminum alloy shear wall.
The invention further provides a building monomer comprising the aluminum alloy shear wall.
The invention has the advantages that:
1. the peripheral wallboard and the insert core manufactured by utilizing the aluminum alloy material have the characteristics of one-time extrusion molding and corrosion resistance, have high processing precision, can be produced in a large scale mechanically and in standard, have stable and reliable quality, and are suitable for being applied to green assembly type buildings for rapid assembly;
2. the shear performance of the shear wall structure is enhanced through the formation of the peripheral wallboard and the insert core;
3. the end part of the peripheral wallboard is provided with a step-type connecting structure, so that the connection of a plurality of aluminum alloy shear walls is facilitated.
Drawings
FIG. 1 is a schematic view of the periphery wall panel of the aluminum alloy shear wall of example 1;
FIG. 2 is a schematic illustration of the construction of an aluminum alloy shear wall core insert of example 1;
FIG. 3 is a schematic view of the combination of the peripheral wall panel and the core insert of the aluminum alloy shear wall of example 1;
FIG. 4 is a schematic view of the peripheral wall panel of the aluminum alloy shear wall of example 2;
FIG. 5 is a schematic illustration of the construction of an aluminum alloy shear wall core insert of example 2;
FIG. 6 is a schematic view of the combination of the peripheral wall panel and the core insert of the aluminum alloy shear wall of example 2;
FIG. 7 is a schematic view showing the constitution of a prefabricated part in embodiment 3;
FIG. 8 is a schematic view of the connection of adjacent aluminum alloy shear walls in the prefabricated part of example 3;
FIG. 9 is a schematic view of the peripheral wall panel of the aluminum alloy shear wall in example 4;
FIG. 10 is a schematic view of the structure of an aluminum alloy shear wall ferrule of example 4;
FIG. 11 is a schematic view of the combination of the peripheral wall panel and the core insert of the aluminum alloy shear wall of example 4;
FIG. 12 is a schematic view of the combination of the peripheral wall panel and the core insert of the aluminum alloy shear wall of example 5;
FIG. 13 is a schematic view showing the constitution of a prefabricated part in example 6;
FIG. 14 is a schematic view of the peripheral wall panel of the aluminum alloy shear wall of example 7;
FIG. 15 is a schematic illustration of the core insert construction of the aluminum alloy shear wall of example 7;
FIG. 16 is a schematic view of the combination of the peripheral wall panel and the core insert of the aluminum alloy shear wall of example 7;
FIG. 17 is a schematic view of the construction of the peripheral wall panel of the aluminum alloy shear wall of example 8;
FIG. 18 is a schematic illustration of the core insert construction of the aluminum alloy shear wall of example 8;
FIG. 19 is a schematic view of the combination of the peripheral wall panel and the core insert of the aluminum alloy shear wall of example 8;
FIG. 20 is a schematic view of the construction of the peripheral wall panel of the aluminum alloy shear wall of example 9;
FIG. 21 is a schematic illustration of the core insert construction of the aluminum alloy shear wall of example 9;
FIG. 22 is a schematic view of the combination of the peripheral wall panel and the core insert of the aluminum alloy shear wall of example 9;
description of the reference numerals
The wall board comprises a peripheral wall board 1, a core insert 2, a partition board 3, a stiffening plate 4, a convex rib 5, a concave groove 6, a convex wire 7, a slot 8, an opposite-holding L-shaped stiffening plate 9, a free end stiffening rib 10, a first convex part 11, a second convex part 12, a second hole cavity 13, a third hole cavity 14, a cover plate 15, a self-tapping screw 16, a tooth-shaped pressing plate 17, a sealing strip 18, a first hole cavity 19, a small cavity 20 and a containing cavity 21.
Detailed Description
The present invention is described in further detail below with reference to examples.
Example 1:
this embodiment proposes an aluminum alloy shear wall, as shown in fig. 1 to 3, including peripheral wallboard 1 closed all around and the stiffening plate 4 that is connected with peripheral wallboard 1, the cavity that peripheral wallboard 1 encloses and closes and forms is cut apart into a plurality of little cavity 20 through stiffening plate 4, be equipped with lock pin 2 in the little cavity 20, be equipped with in the lock pin 2 and hold chamber 21, be equipped with on the stiffening plate 4 with adjacent lock pin 2 butt's protruding rib 5, in order to strengthen shear force ability of shear wall, can pour concrete or reinforced concrete in lock pin 2 hold chamber 21, connect through baffle 3 between the adjacent lock pin 2. The ferrule 2 and the peripheral wallboard 1 in the embodiment are both made of aluminum alloy materials, and the aluminum alloy materials have the advantages of high processing precision and convenience in molding. Through setting up protruding rib 5, can effective joint between peripheral wallboard 1 and the lock pin 2, simultaneously, pour concrete or reinforced concrete in lock pin 2, further improved the shearing, resistance to compression and bending resistance of this aluminum alloy shear force wall.
In order to conveniently drive in self-tapping screw 16 fixed joist on aluminum alloy shear wall for install building interior and exterior enclosure and fitment wallboard, this embodiment is including by two L type stiffening plates to holding the L type stiffening plate 9 that the connection was formed to holding, connect through holding L type stiffening plate 9 between stiffening plate 4 and the peripheral wallboard 1, form a hole cavity one 19 that is used for holding self-tapping screw 16 between holding L type stiffening plate 9 and the peripheral wallboard 1.
The outer wall of the peripheral wallboard 1 of the aluminum alloy shear wall is provided with the convex line 7, the outer wall is provided with the concave line groove 6, meanwhile, the inner wall of the lock pin 2 is provided with the convex line 7, the outer wall is provided with the concave line groove 6, and the peripheral wallboard 1 and the lock pin 2 can be fully meshed through the arrangement of the convex line 7 and the concave line groove 6, so that good integrity is maintained.
The aluminum alloy shear wall of the embodiment further comprises a connecting structure, and the connecting structure is specifically constructed by the following steps: the two ends of the peripheral wallboard 1 are stepped, and have four steps from high to low, correspondingly, as the insert core 2 is embedded in the peripheral wallboard 1, the two ends of the insert core 2 are also stepped, and in addition, in the embodiment, the steps at the upper end and the lower end of the peripheral wallboard 1 are centrosymmetric. The steps have four steps, the highest step is provided with a first convex part 12, the inside is provided with a second hole cavity 13 for the self-tapping screw 16 to pass through, the third high step is provided with a second convex part 13, the inside is provided with a third hole cavity 14 for the self-tapping screw 16 to pass through, and the appearance sizes of the steps at the two ends of the side face of the aluminum alloy shear wall correspond to each other. Preferably, the side surfaces of the first protruding part 12 and the second protruding part 13, which are parallel to the step kicking surface, are toothed, and can be meshed with each other when the aluminum alloy shear walls on the two sides are connected end to end.
Example 2:
the present embodiment proposes an aluminum alloy shear wall, which has a similar structure to that of embodiment 1, as shown in fig. 4 to 6, except that: the steps at two ends of the aluminum alloy shear wall are axisymmetric.
Example 3:
this embodiment proposes a prefabricated component, as shown in fig. 7 and 8, the prefabricated component is formed by connecting an aluminum alloy shear wall in one embodiment 1 and an aluminum alloy shear wall in one embodiment 2 through self-tapping screws 16, steps of the two aluminum alloy shear walls can be mutually attached, tooth-shaped side surfaces between two convex parts 12 are mutually engaged, at the same time of connection, a sealing strip 18 is additionally arranged at a connecting joint, a tooth-shaped pressing plate 17 is pressed on the sealing strip 18, and tooth parts of the tooth-shaped pressing plate 17 are mutually engaged with tooth-shaped side surfaces of the convex parts. The sealing strip 18 is used for sealing a gap between two aluminum alloy shear walls so as to maintain good air tightness; the toothed press plate serves on the one hand to compact the sealing strip 18 and on the other hand as a spacer for the tapping screw 16. For optimizing the structure, a cover plate 15 is further arranged above the tapping screw 16, clamping grooves are formed in two sides of the cover plate 15, and clamping strips matched with the clamping grooves are arranged on the opposite surfaces of the peripheral wallboard 1 and the cover plate 15.
Example 4:
the embodiment proposes an aluminum alloy shear wall, the structure of which is similar to that of the embodiment 1, as shown in fig. 9 to 11, except that the inner wall of the peripheral wall plate 1 of the aluminum alloy shear wall of the embodiment is provided with a t-shaped free end stiffening rib 10, the side wall of the ferrule 2 is recessed inwards to form a slot 8 for clamping the free end stiffening rib 10, and the slot 8 can also be used for connecting corner codes of the inner and outer enclosures of a building.
Example 5:
this embodiment proposes an aluminum alloy shear wall, which has a similar structure to that of embodiment 4, as shown in fig. 12, except that: the steps at two ends of the aluminum alloy shear wall are axisymmetric.
Example 6:
this embodiment provides a prefabricated part, as shown in fig. 13, which is formed by connecting an aluminum alloy shear wall in one embodiment 4 and an aluminum alloy shear wall in one embodiment 5, and the connection manner is the same as that of embodiment 3, and will not be described here too much.
Example 7:
the present embodiment proposes an aluminum alloy shear wall, as shown in fig. 14 to 16, which has a principle similar to that of embodiment 4, except that: the embodiment is an L-shaped aluminum alloy shear wall, and is also provided with a ferrule 22, and the connection structure is disposed at two ends of the L and has the same structure as that of embodiment 1, in which the steps at the two ends are axisymmetrically arranged.
Example 8:
the present embodiment proposes an aluminum alloy shear wall, as shown in fig. 17 to 19, which has a principle similar to that of embodiment 4, except that: in this embodiment, the steps at the right end and the steps at the middle part are in axisymmetric structures, and the steps at the right end and the steps at the left end are in axisymmetric arrangement.
Example 9:
the present embodiment proposes an aluminum alloy shear wall, as shown in fig. 20 to 22, which has a principle similar to that of embodiment 4, except that: in the embodiment, the connection structure is arranged at four ends of the cross and has the same structure as that of embodiment 4, and in the embodiment, the steps at two opposite ends are arranged in an axisymmetric manner.
Claims (8)
1. An aluminum alloy shear wall, which is characterized in that: comprises peripheral wallboards with closed periphery and stiffening plates connected with the peripheral wallboards, wherein a cavity formed by the peripheral wallboards is divided into a plurality of small cavity bodies through the stiffening plates, the small cavity bodies are internally provided with lock pins, the lock pins are internally provided with accommodating cavities, the stiffening plates are provided with raised ribs which are abutted with adjacent lock pins, the adjacent lock pins are connected through a partition board, the inner wall and the outer wall of the peripheral wallboards or the lock pins are provided with concave slots or convex lines,and also (3) the methodThe self-tapping screw comprises opposite-holding L-shaped stiffening plates formed by opposite-holding connection of two L-shaped stiffening plates, wherein the stiffening plates are connected with the peripheral wall plates through the opposite-holding L-shaped stiffening plates, and a first hole cavity for accommodating the self-tapping screw is formed between the opposite-holding L-shaped stiffening plates and the peripheral wall plates.
2. An aluminum alloy shear wall as defined in claim 1, wherein: the inner wall of the peripheral wallboard is provided with T-shaped free end stiffening ribs, and the side wall of the ferrule is inwards recessed to form slots for clamping the free end stiffening ribs.
3. An aluminum alloy shear wall as claimed in claim 1 or 2, wherein: the peripheral wallboard is in a shape of a straight line, a T, an L or a cross.
4. An aluminum alloy shear wall as claimed in claim 3, wherein: the end part of the peripheral wallboard is stepped, and the tread of the step extends outwards to form a convex part.
5. An aluminum alloy shear wall as defined in claim 4, wherein: the side surface of the convex part parallel to the step kicking surface is toothed.
6. An aluminum alloy shear wall as defined in claim 5, wherein: the steps are four-step, the highest step is provided with a first protruding portion, the inside is provided with a second hole cavity for the self-tapping screw to pass through, the third high step is provided with a second protruding portion, the inside is provided with a third hole cavity for the self-tapping screw to pass through, and the external dimensions of the steps at the end parts of the peripheral wallboards are the same.
7. A prefabricated component, characterized in that: an aluminum alloy shear wall comprising any of claims 1 or 2 or 4-6.
8. A building unit characterized in that: an aluminum alloy shear wall comprising any of claims 1 or 2 or 4-6.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910266069.1A CN110359581B (en) | 2019-04-03 | 2019-04-03 | Aluminum alloy shear wall, prefabricated component and building monomer |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910266069.1A CN110359581B (en) | 2019-04-03 | 2019-04-03 | Aluminum alloy shear wall, prefabricated component and building monomer |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110359581A CN110359581A (en) | 2019-10-22 |
| CN110359581B true CN110359581B (en) | 2024-04-12 |
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| CN201910266069.1A Active CN110359581B (en) | 2019-04-03 | 2019-04-03 | Aluminum alloy shear wall, prefabricated component and building monomer |
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Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2014032558A1 (en) * | 2012-08-28 | 2014-03-06 | Chu Mingjin | Assembled and integrated shear wall building structure and construction method |
| 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 |
| CN205935300U (en) * | 2016-08-19 | 2017-02-08 | 杭州铁木辛柯钢结构设计有限公司 | Rod iron double steel plates concrete compound shear wall's structure is worn to multicavity stiffening rib |
| CN206957037U (en) * | 2017-05-04 | 2018-02-02 | 浙江绿筑集成科技有限公司 | A kind of pre-manufactured steel flat sheet combination shear wall |
| CN108951971A (en) * | 2018-08-03 | 2018-12-07 | 中国建筑第八工程局有限公司 | Steel construction shear wall |
| CN210887613U (en) * | 2019-04-03 | 2020-06-30 | 浙江越宫钢结构有限公司 | Aluminum alloy shear wall, prefabricated component and building monomer |
-
2019
- 2019-04-03 CN CN201910266069.1A patent/CN110359581B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2014032558A1 (en) * | 2012-08-28 | 2014-03-06 | Chu Mingjin | Assembled and integrated shear wall building structure and construction method |
| 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 |
| CN205935300U (en) * | 2016-08-19 | 2017-02-08 | 杭州铁木辛柯钢结构设计有限公司 | Rod iron double steel plates concrete compound shear wall's structure is worn to multicavity stiffening rib |
| CN206957037U (en) * | 2017-05-04 | 2018-02-02 | 浙江绿筑集成科技有限公司 | A kind of pre-manufactured steel flat sheet combination shear wall |
| CN108951971A (en) * | 2018-08-03 | 2018-12-07 | 中国建筑第八工程局有限公司 | Steel construction shear wall |
| CN210887613U (en) * | 2019-04-03 | 2020-06-30 | 浙江越宫钢结构有限公司 | Aluminum alloy shear wall, prefabricated component and building monomer |
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| Publication number | Publication date |
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| CN110359581A (en) | 2019-10-22 |
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