CN208088555U - A kind of box compound shear wall of double L-shaped rectangle steel - Google Patents
A kind of box compound shear wall of double L-shaped rectangle steel Download PDFInfo
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- CN208088555U CN208088555U CN201820277472.5U CN201820277472U CN208088555U CN 208088555 U CN208088555 U CN 208088555U CN 201820277472 U CN201820277472 U CN 201820277472U CN 208088555 U CN208088555 U CN 208088555U
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Abstract
The utility model discloses a kind of double L-shaped box compound shear walls of rectangle steel,Including steel case skeleton,Steel case skeleton includes the multiple internode units being continuously arranged,Adjacent internode unit mutually welds,Each internode unit is welded by identical two be arranged in pairs piece right angle steel plate of structure,The right angle steel plate is L-shaped,With long right-angle side and short right-angle side,The length of long right-angle side is 2 times of the length of short right-angle side,When this welds right angle steel plate,The long right-angle side of one block of right angle steel plate and the short right-angle side of another block of right angle steel plate are mutually welded,And the weld of short right-angle side and long right-angle side is located on the center line of long right-angle side,Multiple internode units after welding are also welded with sealing plate in exposed section,So that steel case skeleton becomes the enclosed construction with multiple inner cavities,The section of each inner cavity is square,Intracavitary has poured concrete in each.The shear wall steel using amount economy, quick construction can give full play to concrete and the respective advantage of steel construction.
Description
Technical field
The utility model belongs to a kind of assembled combined structure system, in particular to a kind of double L-shaped square in civil engineering
The box compound shear wall of shape steel, 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.
Utility model content
The purpose of this utility model is to provide a kind of box compound shear wall of double L-shaped rectangle steel, shear wall steel using amount warp
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 utility model is achieved through the following technical solutions：A kind of box combined shear of double L-shaped rectangle steel
Wall, it is characterised in that：The shear wall includes steel case skeleton, and steel case skeleton includes the multiple internode units being continuously arranged, adjacent
Internode unit mutually weld, each internode unit is welded by identical two be arranged in pairs piece right angle steel plate of structure,
The right angle steel plate is L-shaped, and it is 2 times of the length of short right-angle side to have long right-angle side and short right-angle side, the length of long right-angle side,
When this welds right angle steel plate, the long right-angle side of one block of right angle steel plate and the short right-angle side of another block of right angle steel plate are mutually welded, and
The weld of short right-angle side and long right-angle side is located on the center line of long right-angle side, and multiple internode units after welding are in exposed section
It is also welded with sealing plate, so that steel case skeleton becomes the enclosed construction with multiple inner cavities, the section of each inner cavity is pros
Shape, each interior intracavitary have poured concrete, have constituted entire compound shear wall.
The compound shear wall of the utility model can solve the problem in current prefabricated concrete structure and steel construction,
By the way that two L-shaped right angle steel plate welding are combined into internode unit and internal fill concrete composition vertical member beaer
System, the internode unit that two L-shaped right angle steel plate welding are combined into is formed between subelement and subelement can be achieved by welding
It repeats to assemble, the concrete that double L-shaped rectangle steel case can be filled internally is constrained.The double L-shaped box compound shear wall of rectangle steel
Concrete and steel construction advantage and the superior vertical member stress system of stress performance can be given full play to.
The thickness of the right angle steel plate is 4mm~8mm.
Various structures may be used in the shear wall of the utility model, and corresponding steel case skeleton and sealing plate are also different.
Structure one：The shear wall is "-" type wall, and the sealing plate is that there are two isometric for the tool that is arranged in wall end position
The equilateral L-shaped end plate of right-angle side, the equal length of the length of side of L-shaped end plate and the short right-angle side, L-shaped end plate and adjacent right angle
Steel plate mutually welds.
The L-shaped end plate is connected with strong groove weldings such as adjacent right angle steel plate uses.
Structure two：The shear wall is L-type wall, and the sealing plate includes that there are two the equilateral L-shaped ends of isometric right-angle side for tool
Plate and linear type steel plate, the L-shaped end plate are arranged in wall end position and wall corner location, and the linear type steel plate is set
It sets at wall corner location, the equal length of the length of side of L-shaped end plate, the length of linear type steel plate with the short right-angle side, L-shaped end
Plate is mutually welded with adjacent right angle steel plate, and linear type steel plate is mutually welded with adjacent L-shaped end plate and right angle steel plate.
The L-shaped end plate is connected with strong groove weldings such as adjacent right angle steel plate uses.
The linear type steel plate is connected with the strong groove welding such as adjacent L-shaped end plate and the use of right angle steel plate.
Structure three：The shear wall is T-type wall, and the sealing plate includes that there are two the equilateral L-shaped ends of isometric right-angle side for tool
Plate and linear type steel plate, L-shaped end plate setting is in wall end position, and linear type steel plate setting is in wall turning position
Set, the equal length of the length of side of L-shaped end plate, the length of linear type steel plate with the short right-angle side, L-shaped end plate with it is adjacent straight
Gusset mutually welds, and linear type steel plate is mutually welded with adjacent right angle steel plate.
The L-shaped end plate is connected with strong groove weldings such as adjacent right angle steel plate uses.
The linear type steel plate is connected with strong groove weldings such as adjacent right angle steel plate uses.
By the double L-shaped rectangle steel case compound shear wall of above-mentioned design, it can get a desired effect, be built especially suitable for house
It builds and apratment building.
Compared with prior art, the utility model has the following advantages that：
(1) the compound shear wall structural elements of the utility model is not only used as vertical supporting member, but also as lateral resistant member.
Compound shear wall structure tension performance is excellent, and wall section size is smaller, and then improves the utilization rate of space, mitigates structure
Dead weight reduces earthquake sheet.
(2) the compound shear wall structural elements of the utility model 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 protected
Card, it is a large amount of to save manually.
(3) the utility model relative to remaining compound wall structure, rectangle steel case cooperates with concrete, compound action
Reliably, overall structure resistance to compression, bending resistance and shear-carrying capacity are high.
Description of the drawings
The utility model 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 box compound shear wall embodiment of the double L-shaped rectangle steel of the utility model one；
Fig. 2 is the structural representation of steel case skeleton in the box compound shear wall embodiment one of the double L-shaped rectangle steel of the utility model
Figure；
Fig. 3 be in the box compound shear wall embodiment one of the double L-shaped rectangle steel of the utility model steel case skeleton removal sealing plate after
Structural schematic diagram；
Fig. 4 is the welding structure of internode unit in the box compound shear wall embodiment one of the double L-shaped rectangle steel of the utility model
Schematic diagram；
Fig. 5 is the decomposition texture of internode unit in the box compound shear wall embodiment one of the double L-shaped rectangle steel of the utility model
Schematic diagram；
Fig. 6 is the structural representation of right angle steel plate in the box compound shear wall embodiment one of the double L-shaped rectangle steel of the utility model
Figure；
Fig. 7 is the structural representation of L-shaped end plate in the box compound shear wall embodiment one of the double L-shaped rectangle steel of the utility model
Figure；
Fig. 8 is the overall structure figure of the box compound shear wall embodiment of the double L-shaped rectangle steel of the utility model two；
Fig. 9 is the structural representation of steel case skeleton in the box compound shear wall embodiment two of the double L-shaped rectangle steel of the utility model
Figure；
Figure 10 be in the box compound shear wall embodiment two of the double L-shaped rectangle steel of the utility model steel case skeleton removal sealing plate after
Structural schematic diagram；
Figure 11 is that the structure of linear type steel plate in the box compound shear wall embodiment two of the double L-shaped rectangle steel of the utility model is shown
It is intended to；
Figure 12 is the overall structure figure of the box compound shear wall embodiment of the double L-shaped rectangle steel of the utility model three；
Figure 13 is the structural representation of steel case skeleton in the box compound shear wall embodiment three of the double L-shaped rectangle steel of the utility model
Figure；
Figure 14 be in the box compound shear wall embodiment three of the double L-shaped rectangle steel of the utility model steel case skeleton removal sealing plate after
Structural schematic diagram.
Reference sign：
1-right angle steel plate, 11-long right-angle sides, 12-short right-angle sides,
2-concrete, 3-L-shaped end plates, 4-linear type steel plates.
Specific implementation mode
Embodiment one
The embodiment one of the box compound shear wall of the double L-shaped rectangle steel of the utility model is as shown in Figures 1 to 7, the shear wall
Including steel case skeleton, steel case skeleton includes the multiple internode units being continuously arranged, and adjacent internode unit mutually welds, each section
Between unit be welded by identical two be arranged in pairs piece right angle steel plate of structure 1, right angle steel plate 1 is L-shaped, two blocks of steel squares
Plate 1 constitutes double L-shaped, i.e., that each internode unit is welded to form for the right angle steel plate of two L-types double L-shaped components, the steel square
It is 2 times of the length of short right-angle side 12 that plate 1, which has long right-angle side 11 and short right-angle side 12, the length of long right-angle side 11, this is to straight
When gusset 1 welds, the long right-angle side 11 of one block of right angle steel plate 1 is welded with 12 phase of short right-angle side of another block of right angle steel plate 1, and
Short right-angle side 12 and the weld of long right-angle side 11 are located on the center line of long right-angle side 11, and multiple internode units after welding exist
Exposed section is also welded with sealing plate, so that steel case skeleton becomes the enclosed construction with multiple inner cavities, the section of each inner cavity is equal
It is square, each interior intracavitary has poured concrete 2, constitutes entire compound shear wall.
In the present embodiment, the thickness of right angle steel plate 1 is 6mm, and the thickness of the right angle steel plate 1 determines that it is thick according to requirement is calculated
Degree, the value usually within the scope of 4mm~8mm are mainly used for undertaking fill concrete in horizontal loads and constraint.Concrete
2 intensity form pre-manufactured steel case combined shear wall system according to determination is calculated, with remaining component.
In the present embodiment, shear wall is "-" type wall, and sealing plate is that there are two isometric right angles for the tool that is arranged in wall end position
The equilateral L-shaped end plate 3 on side, the equal length of the length of side and short right-angle side 12 of L-shaped end plate 3, L-shaped end plate 3 and adjacent steel square
1 phase of plate is welded, and L-shaped end plate 3 is connected with strong groove weldings such as the adjacent uses of right angle steel plate 1.
Embodiment two
The embodiment two of the box compound shear wall of the double L-shaped rectangle steel of the utility model is as shown in Figs. 8 to 11 and embodiment
Unlike one, which is L-type wall, and sealing plate includes that there are two 3 and one words of equilateral L-shaped end plate of isometric right-angle side for tool
Shape steel plate 4, the setting of L-shaped end plate 3 are arranged in wall end position and wall corner location, linear type steel plate 4 in wall corner location, L-shaped
The equal length of the length of side of end plate 3, the length of linear type steel plate 4 with short right-angle side 12, L-shaped end plate 3 and adjacent steel square
1 phase of plate is welded, and linear type steel plate 4 is welded with adjacent L-shaped end plate 3 and 1 phase of right angle steel plate.
In the present embodiment, L-shaped end plate 3 is connected with strong groove weldings such as the adjacent uses of right angle steel plate 1, linear type steel plate 4
It is connected with the strong groove welding such as adjacent L-shaped end plate 3 and the use of right angle steel plate 1.
Embodiment three
The embodiment three of the box compound shear wall of the double L-shaped rectangle steel of the utility model is as shown in Figure 12 to Figure 14, and implements
Unlike example one, which is T-type wall, and sealing plate includes that there are two the equilateral L-shaped end plates 3 and one of isometric right-angle side for tool
Font steel plate 4, the setting of L-shaped end plate 3 in wall end position, the setting of linear type steel plate 4 in wall corner location, the length of side of L-shaped end plate 3,
Equal length of the length of linear type steel plate 4 with short right-angle side 12, L-shaped end plate 3 are welded with adjacent 1 phase of right angle steel plate, and one
Font steel plate 4 is welded with adjacent 1 phase of right angle steel plate.
In the present embodiment, L-shaped end plate 3 is connected with strong groove weldings such as the adjacent uses of right angle steel plate 1, linear type steel plate 4
It is connected with strong groove weldings such as the adjacent uses of right angle steel plate 1.
Above-described embodiment of the utility model is not the restriction to scope of protection of the utility model, the reality of the utility model
It is without being limited thereto to apply mode, all this kind the above according to the present utility model, according to the ordinary technical knowledge of this field and used
With means, under the premise of not departing from the utility model above-mentioned basic fundamental thought, the utility model above structure is made its
The modification, replacement or change of its diversified forms, shall fall within the scope of the present invention.
Claims (9)
1. a kind of box compound shear wall of double L-shaped rectangle steel, it is characterised in that：The shear wall includes steel case skeleton, steel case bone
Frame includes the multiple internode units being continuously arranged, and adjacent internode unit mutually welds, each internode unit is identical by structure
Two be arranged in pairs piece right angle steel plate (1) be welded, the right angle steel plate (1) is L-shaped, has long right-angle side (11) and short
Right-angle side (12), the length of long right-angle side (11) is 2 times of the length of short right-angle side (12), when this welds right angle steel plate (1),
The long right-angle side (11) of one piece of right angle steel plate (1) and the short right-angle side (12) of another piece of right angle steel plate (1) are mutually welded, and short right angle
Side (12) and the weld of long right-angle side (11) are located on the center line of long right-angle side (11), and multiple internode units after welding exist
Exposed section is also welded with sealing plate, so that steel case skeleton becomes the enclosed construction with multiple inner cavities, the section of each inner cavity is equal
It is square, each interior intracavitary has poured concrete (2), constitutes entire compound shear wall.
2. the box compound shear wall of double L-shaped rectangle steel according to claim 1, it is characterised in that：The shear wall is one
Font wall, the sealing plate are the tool in wall end position to be arranged there are two the equilateral L-shaped end plate (3) of isometric right-angle side, L-shaped end plates
(3) equal length of the length of side and the short right-angle side (12), L-shaped end plate (3) are mutually welded with adjacent right angle steel plate (1).
3. the box compound shear wall of double L-shaped rectangle steel according to claim 2, it is characterised in that：The L-shaped end plate
(3) it is connected with strong groove weldings such as adjacent right angle steel plate (1) uses.
4. the box compound shear wall of double L-shaped rectangle steel according to claim 1, it is characterised in that：The shear wall is L-type
Wall, the sealing plate include that there are two the equilateral L-shaped end plate (3) of isometric right-angle side and linear type steel plate (4), the L for tool
Shape end plate (3) setting is arranged in wall end position and wall corner location, the linear type steel plate (4) in wall corner location, L-shaped
The equal length of the length of side of end plate (3), the length of linear type steel plate (4) with the short right-angle side (12), L-shaped end plate (3) with
Adjacent right angle steel plate (1) mutually welds, and linear type steel plate (4) is mutually welded with adjacent L-shaped end plate (3) and right angle steel plate (1).
5. the box compound shear wall of double L-shaped rectangle steel according to claim 4, it is characterised in that：The L-shaped end plate
(3) it is connected with strong groove weldings such as adjacent right angle steel plate (1) uses.
6. the box compound shear wall of double L-shaped rectangle steel according to claim 4, it is characterised in that：The linear type steel
Plate (4) is connected with the strong groove welding such as adjacent L-shaped end plate (3) and right angle steel plate (1) use.
7. the box compound shear wall of double L-shaped rectangle steel according to claim 1, it is characterised in that：The shear wall is T-type
Wall, the sealing plate include that there are two the equilateral L-shaped end plate (3) of isometric right-angle side and linear type steel plate (4), the L for tool
Shape end plate (3) setting in wall end position, the linear type steel plate (4) setting in wall corner location, the length of side of L-shaped end plate (3),
Equal length of the length of linear type steel plate (4) with the short right-angle side (12), L-shaped end plate (3) and adjacent right angle steel plate
(1) it mutually welds, linear type steel plate (4) is mutually welded with adjacent right angle steel plate (1).
8. the box compound shear wall of double L-shaped rectangle steel according to claim 7, it is characterised in that：The L-shaped end plate
(3) it is connected with strong groove weldings such as adjacent right angle steel plate (1) uses.
9. the box compound shear wall of double L-shaped rectangle steel according to claim 7, it is characterised in that：The linear type steel
Plate (4) is connected with strong groove weldings such as adjacent right angle steel plate (1) uses.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201820277472.5U CN208088555U (en) | 2018-02-26 | 2018-02-26 | A kind of box compound shear wall of double L-shaped rectangle steel |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201820277472.5U CN208088555U (en) | 2018-02-26 | 2018-02-26 | A kind of box compound shear wall of double L-shaped rectangle steel |
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| CN208088555U true CN208088555U (en) | 2018-11-13 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108265850A (en) * | 2018-02-26 | 2018-07-10 | 广东省建筑科学研究院集团股份有限公司 | A kind of box compound shear wall of double L-shaped rectangle steel |
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- 2018-02-26 CN CN201820277472.5U patent/CN208088555U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108265850A (en) * | 2018-02-26 | 2018-07-10 | 广东省建筑科学研究院集团股份有限公司 | A kind of box compound shear wall of double L-shaped rectangle steel |
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Effective date of registration: 20200110 Address after: 510500 martyrs East Road, Guangdong, Guangzhou No. 121 Patentee after: Guangdong Construction Academy Group Plc Address before: 510500 martyrs East Road, Guangdong, Guangzhou No. 121 Co-patentee before: Guangdong Architectural Design Institute of the Department of Construction Co., Ltd. Patentee before: Guangdong Construction Academy Group Plc |