CN111042381A - Skeleton box type rigid shear wall - Google Patents
Skeleton box type rigid shear wall Download PDFInfo
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- CN111042381A CN111042381A CN202010010179.4A CN202010010179A CN111042381A CN 111042381 A CN111042381 A CN 111042381A CN 202010010179 A CN202010010179 A CN 202010010179A CN 111042381 A CN111042381 A CN 111042381A
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- bearing
- framework
- inclined supporting
- shear wall
- supporting rod
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- 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
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- Engineering & Computer Science (AREA)
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- Structural Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
The invention provides a framework box type rigid shear wall which comprises a bearing framework and shear wall units, wherein the bearing framework is provided with a plurality of bearing holes; the bearing framework comprises a vertical bearing framework and an inclined supporting framework; the inclined supporting frameworks are uniformly distributed at the two sides of the middle lower end of the vertical bearing framework; the shear wall unit comprises a bearing unit group and a supporting unit group; the bearing unit groups are uniformly distributed on the surface of the vertical bearing framework; the supporting unit group is attached to the outer side of the bearing unit group, and a reinforcing groove matched with the inclined supporting framework is formed in the supporting unit group. The invention provides a novel framework box type rigid shear wall which is composed of a bearing framework and shear wall units, wherein the bearing framework and the shear wall units can be integrally disassembled, assembled and transported, so that the transportation and construction are more convenient, the adjustment and assembly according to building requirements are realized, the integral structure is more stable, the durability is realized, and the novel framework box type rigid shear wall has a good market prospect.
Description
Technical Field
The invention belongs to the field of assembly type buildings, and particularly relates to a framework box type rigid shear wall.
Background
The shear wall is also called a wind-resistant wall, an earthquake-resistant wall or a structural wall, is a wall body which mainly bears horizontal load and vertical load caused by wind load or earthquake action in a house or a structure and is used for preventing the shear damage of the structure. Along with the occurrence of natural disasters in partial regions and the prevention of the natural disasters, the rigid shear wall is gradually popularized, but the existing rigid shear wall is complicated to build, consumes time and labor, and simultaneously along with the development of an assembly type building, the assembly type shear wall is urgently needed to be developed.
Disclosure of Invention
In order to solve the problems, the invention discloses a framework box type rigid shear wall.
In order to achieve the purpose, the invention provides the following technical scheme:
a framework box type rigid shear wall comprises a bearing framework and shear wall units; the bearing framework comprises a vertical bearing framework and an inclined supporting framework; the inclined supporting frameworks are uniformly distributed at the two sides of the middle lower end of the vertical bearing framework; the shear wall unit comprises a bearing unit group and a supporting unit group; the bearing unit groups are uniformly distributed on the surface of the vertical bearing framework; the supporting unit group is attached to the outer side of the bearing unit group, and a reinforcing groove matched with the inclined supporting framework is formed in the supporting unit group.
The invention provides a framework box type rigid shear wall which comprises a bearing framework and shear wall units, wherein the bearing framework comprises a vertical bearing framework and inclined supporting frameworks; the shear wall unit comprises a bearing unit group and a supporting unit group, wherein the bearing unit group is uniformly distributed on the surface vertical to a bearing framework, the supporting unit group is attached to the outer side of the bearing unit and is provided with a reinforcing groove matched with an inclined supporting framework, and the stability of the supporting unit group can be improved through the inclined supporting framework while the supporting unit group is attached to and installed on the bearing unit group.
Furthermore, the vertical bearing framework comprises a plurality of vertical bearing columns which are vertically arranged and a plurality of horizontal reinforcing rods which are horizontally arranged and connect the vertical bearing columns; the bearing unit group comprises a joint bearing unit and a filling bearing unit; the joint bearing unit is jointed on the surface of the vertical bearing column; the filling bearing units are filled between the joint bearing units jointed on the surfaces of every two adjacent bearing columns.
The vertical bearing framework comprises a plurality of vertical bearing columns and a plurality of horizontal reinforcing rods, wherein the vertical bearing columns are vertically arranged, the horizontal reinforcing rods are horizontally arranged and connect the vertical bearing columns, correspondingly, the bearing unit group comprises a joint bearing unit and a filling bearing unit, the joint bearing unit is jointed on the surfaces of the vertical bearing columns to reinforce the vertical bearing columns, and the filling bearing unit is filled between the joint bearing units jointed on the surfaces of every two adjacent bearing columns to fill and reinforce the vertical bearing framework.
Furthermore, the inclined support framework comprises a plurality of inclined support framework groups; the number of the inclined support framework groups is twice that of the vertical bearing column, and the inclined support framework groups are symmetrically arranged on two sides of the vertical bearing column and comprise a first inclined support rod, a second inclined support rod and a third inclined support rod; one end of each of the first inclined supporting rod, the second inclined supporting rod and the third inclined supporting rod is sequentially arranged at the middle lower end of the vertical bearing column from bottom to top, and the other end of each of the first inclined supporting rod, the second inclined supporting rod and the third inclined supporting rod is obliquely arranged downwards; the supporting unit group comprises a plurality of supporting units which are stacked in sequence, and reinforcing grooves matched with the first inclined supporting rod, the second inclined supporting rod and the third inclined supporting rod are formed in the positions, overlapped with the first inclined supporting rod, the second inclined supporting rod and the third inclined supporting rod, of the supporting units.
The inclined support framework is composed of a plurality of inclined support framework groups, the number of the inclined support frameworks is two times that of the vertical bearing column, the inclined support frameworks are symmetrically arranged on two sides of the vertical bearing column and are composed of a first inclined support rod, a second inclined support rod and a third inclined support rod, one end of the first inclined support rod, one end of the second inclined support rod and one end of the third inclined support rod are sequentially arranged at the middle lower end of the vertical bearing column from bottom to top, the other end of the first inclined support rod, one end of the second inclined support rod and one end of the third inclined support rod are obliquely arranged downwards, and the vertical bearing column is supported from bottom to top through the first inclined support; correspondingly, the supporting unit group consists of a plurality of supporting units which are stacked in sequence, reinforcing grooves matched with the first inclined supporting rod, the second inclined supporting rod and the third inclined supporting rod are formed at the overlapped positions of the supporting units and the first inclined supporting rod, the second inclined supporting rod and the third inclined supporting rod, and the first inclined supporting rod, the second inclined supporting rod and the third inclined supporting rod are used as main bodies to carry out surrounding supporting.
Furthermore, the joint bearing units are distributed in a grid shape, and joint grooves matched with the surfaces of the vertical bearing columns and the horizontal reinforcing rods are formed in the surfaces of the joint bearing units.
The joint bearing units are distributed in a grid shape, joint grooves matched with the surfaces of the vertical bearing columns and the horizontal reinforcing rods are arranged on the surfaces of the joint bearing units, the joint bearing units are respectively jointed with the surfaces of the vertical bearing columns and the horizontal reinforcing rods to respectively play a role in reinforcing the vertical bearing columns and the horizontal reinforcing rods, and meanwhile, in order to ensure the stable reinforcing function, the joint grooves arranged on the surfaces of the vertical bearing columns and the horizontal reinforcing rods respectively correspond to 1/4 of the vertical bearing columns and the horizontal reinforcing rods.
Furthermore, the upper end of a third inclined supporting rod is fixed at the position 1/3 from bottom to top of the vertical bearing column, the lower end of the third inclined supporting rod is arranged obliquely downwards, and an acute angle formed by the third inclined supporting rod and the horizontal direction is 30 degrees; the upper end of the second inclined supporting rod is fixed at the position 2/9 from bottom to top of the vertical bearing column, the lower end of the second inclined supporting rod is arranged obliquely downwards, and an acute angle formed by the second inclined supporting rod and the horizontal direction is 45 degrees; the upper end of the first inclined supporting rod is fixed at the position 1/9 from bottom to top of the vertical bearing column, the lower end of the first inclined supporting rod is arranged downwards in an inclined mode, and an acute angle formed by the first inclined supporting rod and the horizontal direction is 60 degrees.
Further, the bearing unit group and the supporting unit group are attached to each other through insertion fit.
Compared with the prior art, the novel framework box type rigid shear wall provided by the invention is composed of the load-bearing framework and the shear wall units which can be integrally disassembled and transported, so that the transportation and construction are more convenient, the adjustment and assembly according to the building requirements are realized, the integral structure is more stable, the durability is realized, and the market prospect is good.
Drawings
FIG. 1 is a schematic structural view of the present invention;
fig. 2 is a schematic structural view of the vertical load-bearing framework of the invention.
List of reference numerals: the vertical bearing framework 1, the vertical bearing column 11, the horizontal reinforcing rod 12, the inclined supporting framework 2, the first inclined supporting rod 21, the second inclined supporting rod 22, the third inclined supporting rod 23, the bearing unit group 3, the attaching bearing unit 31, the filling bearing unit 32 and the supporting unit group 4.
Detailed Description
The technical solutions provided by the present invention will be described in detail below with reference to specific examples, and it should be understood that the following specific embodiments are only illustrative of the present invention and are not intended to limit the scope of the present invention.
As shown in fig. 1 and 2, the present invention is a framework box type rigid shear wall, which includes a load-bearing framework and shear wall units.
The bearing framework comprises a vertical bearing framework 1 and an inclined supporting framework 2; the inclined supporting frameworks 2 are uniformly distributed at the two sides of the middle lower end of the vertical bearing framework 1.
The shear wall unit comprises a bearing unit group 3 and a supporting unit group 4; the bearing unit groups 3 are uniformly distributed on the surface of the vertical bearing framework 1; the supporting unit group 4 is attached to the outer side of the bearing unit group 3 in an inserting fit mode, and a reinforcing groove matched with the inclined supporting framework 2 is formed in the supporting unit group 4.
The vertical bearing framework 1 comprises a plurality of vertical bearing columns 11 which are vertically arranged and a plurality of horizontal reinforcing rods 12 which are horizontally arranged and connect the vertical bearing columns 11; the bearing unit group 3 comprises a joint bearing unit 31 and a filling bearing unit 32; the joint bearing units 31 are distributed and jointed on the surface of the vertical bearing column 11 in a grid shape, and joint grooves matched with the surfaces of the vertical bearing column 11 and the horizontal reinforcing rod 12 are arranged on the surface of the joint bearing units; the filling bearing units 32 are filled between the attaching bearing units 31 attached to the surfaces of every two adjacent vertical bearing columns 11.
The inclined support framework 2 comprises a plurality of inclined support framework groups; the number of the inclined support framework groups is twice that of the vertical bearing column 11, and the inclined support framework groups are symmetrically arranged on two sides of the vertical bearing column 11 and comprise a first inclined support rod 21, a second inclined support rod 22 and a third inclined support rod 23; one end of each of the first inclined support rod 21, the second inclined support rod 22 and the third inclined support rod 23 is sequentially arranged at the middle lower end of the vertical bearing column 11 from bottom to top, and the other end of each of the first inclined support rod, the second inclined support rod and the third inclined support rod is obliquely arranged downwards; the supporting unit group 4 comprises a plurality of supporting units which are stacked in sequence, and reinforcing grooves matched with the supporting units are formed at the overlapping positions of the supporting units and the first inclined supporting rod 21, the second inclined supporting rod 22 and the third inclined supporting rod 23. The upper end of the third inclined supporting rod 23 is fixed at the position 1/3 from bottom to top of the vertical bearing column 11, the lower end is arranged obliquely downwards, and an acute angle formed by the third inclined supporting rod 23 and the horizontal direction is 30 degrees; the upper end of the second inclined supporting rod 22 is fixed at the position 2/9 from bottom to top of the vertical bearing column 11, the lower end is arranged obliquely downwards, and an acute angle formed by the second inclined supporting rod 22 and the horizontal direction is 45 degrees; the upper end of the first inclined supporting rod 21 is fixed to the vertical bearing column 11 from bottom to top 1/9, the lower end is arranged obliquely downwards, and an acute angle formed by the first inclined supporting rod 21 and the horizontal direction is 60 degrees.
Finally, it should be noted that the above embodiments are only used for illustrating the technical solutions of the present invention and not for limiting the technical solutions, and those skilled in the art should understand that modifications or equivalent substitutions can be made on the technical solutions of the present invention without departing from the spirit and scope of the technical solutions, and all the modifications and equivalent substitutions should be covered by the claims of the present invention.
Claims (6)
1. A skeleton box-type rigid shear wall which is characterized in that: the shear wall comprises a bearing framework and a shear wall unit; the bearing framework comprises a vertical bearing framework (1) and an inclined supporting framework (2); the inclined supporting frameworks (2) are uniformly distributed at two sides of the middle lower end of the vertical bearing framework (1); the shear wall unit comprises a bearing unit group (3) and a supporting unit group (4); the bearing unit groups (3) are uniformly distributed on the surface of the vertical bearing framework (1); the supporting unit group (4) is attached to the outer side of the bearing unit group (3) and is provided with a reinforcing groove matched with the inclined supporting framework (2).
2. A skeletal box-type rigid shear wall as defined in claim 1, wherein: the vertical bearing framework (1) comprises a plurality of vertical bearing columns (11) which are vertically arranged and a plurality of horizontal reinforcing rods (12) which are horizontally arranged and connect the vertical bearing columns (11); the bearing unit group (3) comprises a joint bearing unit (31) and a filling bearing unit (32); the attaching bearing unit (31) is attached to the surface of the vertical bearing column (11); the filling bearing units (32) are filled between the attaching bearing units (31) attached to the surfaces of every two adjacent vertical bearing columns (11).
3. A skeletal box-type rigid shear wall as defined in claim 1, wherein: the inclined supporting framework (2) comprises a plurality of inclined supporting framework groups; the number of the inclined support framework groups is twice that of the vertical bearing column (11), and the inclined support framework groups are symmetrically arranged on two sides of the vertical bearing column (11) and comprise a first inclined support rod (21), a second inclined support rod (22) and a third inclined support rod (23); one end of each of the first inclined supporting rod (21), the second inclined supporting rod (22) and the third inclined supporting rod (23) is sequentially arranged at the middle lower end of the vertical bearing column (11) from bottom to top, and the other end of each of the first inclined supporting rods, the second inclined supporting rods and the third inclined supporting rods is obliquely arranged downwards; the supporting unit group (4) comprises a plurality of supporting units which are sequentially stacked, and reinforcing grooves matched with the supporting units are formed in the overlapped positions of the supporting units, the first inclined supporting rod (21), the second inclined supporting rod (22) and the third inclined supporting rod (23).
4. A skeletal box-type rigid shear wall as defined in claim 2, wherein: the joint bearing units (31) are distributed in a grid shape, and joint grooves matched with the surfaces of the vertical bearing columns (11) and the horizontal reinforcing rods (12) are formed in the surfaces of the joint bearing units.
5. A skeletal box-type rigid shear wall as defined in claim 3, wherein: the upper end of the third inclined supporting rod (23) is fixed at the position 1/3 from bottom to top of the vertical bearing column (11), the lower end of the third inclined supporting rod is arranged obliquely downwards, and an acute angle formed by the third inclined supporting rod (23) and the horizontal direction is 30 degrees; the upper end of the second inclined supporting rod (22) is fixed at the position 2/9 from bottom to top of the vertical bearing column (11), the lower end of the second inclined supporting rod is arranged obliquely downwards, and an acute angle formed by the second inclined supporting rod (22) and the horizontal direction is 45 degrees; the upper end of the first inclined supporting rod (21) is fixed to the vertical bearing column (11) from bottom to top 1/9, the lower end of the first inclined supporting rod is arranged obliquely downwards, and an acute angle formed by the first inclined supporting rod (21) and the horizontal direction is 60 degrees.
6. A skeletal box-type rigid shear wall as defined in claim 1, wherein: the bearing unit group (3) and the supporting unit group (4) are attached to each other through insertion fit.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010010179.4A CN111042381B (en) | 2020-01-06 | 2020-01-06 | Skeleton box type rigid shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010010179.4A CN111042381B (en) | 2020-01-06 | 2020-01-06 | Skeleton box type rigid shear wall |
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| Publication Number | Publication Date |
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| CN111042381A true CN111042381A (en) | 2020-04-21 |
| CN111042381B CN111042381B (en) | 2021-07-23 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202010010179.4A Expired - Fee Related CN111042381B (en) | 2020-01-06 | 2020-01-06 | Skeleton box type rigid shear wall |
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Citations (13)
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| CN2299901Y (en) * | 1997-01-31 | 1998-12-09 | 世耀工程有限公司 | High-stressed shear wall |
| CN1439783A (en) * | 2002-02-20 | 2003-09-03 | 刘志鹏 | Light reinforced bar concrete binary structure system and method thereof |
| JP2007146448A (en) * | 2005-11-25 | 2007-06-14 | Okumura Corp | Wall unit, earthquake-resisting wall, and its construction method |
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| KR101321224B1 (en) * | 2011-09-08 | 2013-10-23 | 지에스건설 주식회사 | Shear wall type vibration control apparatus |
| CN103953134A (en) * | 2014-03-21 | 2014-07-30 | 北京工业大学 | Shear wall with energy-consuming strips embedded between border and built-in steel plates and steel braces, and making method |
| CN104251038A (en) * | 2013-06-29 | 2014-12-31 | 清华大学 | Encased steel plate-concrete composite coupling beam and construction method thereof |
| CN205777063U (en) * | 2016-04-28 | 2016-12-07 | 浙江昌达钢结构工程有限公司 | A kind of shear wall slab for multilamellar, high level or high-rise building |
| CN108385868A (en) * | 2018-01-24 | 2018-08-10 | 南通蓝科减震科技有限公司 | A kind of energy dissipating coupled shear walls |
| CN108589969A (en) * | 2018-05-14 | 2018-09-28 | 长安大学 | A kind of combination assembled shear wall and preparation method thereof of the vertical ECC energy consumptions band of band |
| CN208251764U (en) * | 2018-04-27 | 2018-12-18 | 安徽建工集团有限公司 | Modular assembly formula mixing control house structural system |
| CN109281421A (en) * | 2018-09-30 | 2019-01-29 | 美好建筑装配科技有限公司 | A kind of boxlike connection structure system for fabricated shear wall |
| CN110080419A (en) * | 2019-06-14 | 2019-08-02 | 河南聚誉帆工程技术咨询有限公司 | Assembled integral shear wall and its construction method |
-
2020
- 2020-01-06 CN CN202010010179.4A patent/CN111042381B/en not_active Expired - Fee Related
Patent Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2299901Y (en) * | 1997-01-31 | 1998-12-09 | 世耀工程有限公司 | High-stressed shear wall |
| CN1439783A (en) * | 2002-02-20 | 2003-09-03 | 刘志鹏 | Light reinforced bar concrete binary structure system and method thereof |
| JP2007146448A (en) * | 2005-11-25 | 2007-06-14 | Okumura Corp | Wall unit, earthquake-resisting wall, and its construction method |
| CN101824863A (en) * | 2010-04-21 | 2010-09-08 | 中南大学 | Concrete shear wall |
| KR101321224B1 (en) * | 2011-09-08 | 2013-10-23 | 지에스건설 주식회사 | Shear wall type vibration control apparatus |
| CN104251038A (en) * | 2013-06-29 | 2014-12-31 | 清华大学 | Encased steel plate-concrete composite coupling beam and construction method thereof |
| CN103953134A (en) * | 2014-03-21 | 2014-07-30 | 北京工业大学 | Shear wall with energy-consuming strips embedded between border and built-in steel plates and steel braces, and making method |
| CN205777063U (en) * | 2016-04-28 | 2016-12-07 | 浙江昌达钢结构工程有限公司 | A kind of shear wall slab for multilamellar, high level or high-rise building |
| CN108385868A (en) * | 2018-01-24 | 2018-08-10 | 南通蓝科减震科技有限公司 | A kind of energy dissipating coupled shear walls |
| CN208251764U (en) * | 2018-04-27 | 2018-12-18 | 安徽建工集团有限公司 | Modular assembly formula mixing control house structural system |
| CN108589969A (en) * | 2018-05-14 | 2018-09-28 | 长安大学 | A kind of combination assembled shear wall and preparation method thereof of the vertical ECC energy consumptions band of band |
| CN109281421A (en) * | 2018-09-30 | 2019-01-29 | 美好建筑装配科技有限公司 | A kind of boxlike connection structure system for fabricated shear wall |
| CN110080419A (en) * | 2019-06-14 | 2019-08-02 | 河南聚誉帆工程技术咨询有限公司 | Assembled integral shear wall and its construction method |
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| CN111042381B (en) | 2021-07-23 |
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