CN113417381B - Assembled integral few muscle concrete shear wall structure - Google Patents
Assembled integral few muscle concrete shear wall structure Download PDFInfo
- Publication number
- CN113417381B CN113417381B CN202110239418.8A CN202110239418A CN113417381B CN 113417381 B CN113417381 B CN 113417381B CN 202110239418 A CN202110239418 A CN 202110239418A CN 113417381 B CN113417381 B CN 113417381B
- Authority
- CN
- China
- Prior art keywords
- limiting
- sleeve
- connecting sleeve
- mounting seat
- periphery
- 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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- 239000004567 concrete Substances 0.000 title claims abstract description 11
- 210000003205 muscle Anatomy 0.000 title claims description 8
- 230000008093 supporting effect Effects 0.000 claims abstract description 26
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 11
- 230000000694 effects Effects 0.000 abstract description 11
- 238000010586 diagram Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 238000005728 strengthening Methods 0.000 description 2
- 230000007547 defect Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
Classifications
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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
-
- 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
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
-
- 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
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B1/4114—Elements with sockets
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/162—Connectors or means for connecting parts for reinforcements
- E04C5/163—Connectors or means for connecting parts for reinforcements the reinforcements running in one single direction
- E04C5/165—Coaxial connection by means of sleeves
Abstract
The application discloses an assembled integral type low-reinforcement concrete shear wall structure, in particular to the field of shear wall structures, which comprises a wall body, wherein a ring beam body and a mounting seat are fixedly arranged in the wall body, the mounting seat is fixedly arranged at the top of the ring beam body, the top of the mounting seat is fixedly connected with a connecting sleeve, the top of the connecting sleeve is movably provided with a limit seat, and the periphery of the bottom of the connecting sleeve is fixedly provided with a reinforcing structure; a connecting channel is formed in the connecting sleeve, and the periphery of the top of the connecting sleeve is fixedly connected with a limit ring; the limiting seat comprises a fixed block and a limiting sleeve, the limiting sleeve is fixedly arranged at the bottom of the fixed block, and a limiting cavity is formed in the inner side of the limiting sleeve. According to the application, the limit seat and the reinforcing structure are arranged, the limit sleeve and the limit ring are combined, so that the effect of limiting connection can be achieved in the vertical direction, two adjacent groups of connecting sleeves are connected into a whole through the support plate and the support column, and the effect of supporting can be achieved in the transverse direction, so that the transverse connection is more stable.
Description
Technical Field
The application relates to the field of shear wall structures, in particular to an assembled integral type low-reinforcement concrete shear wall structure.
Background
The shear wall structure is characterized in that reinforced concrete wallboards are used for replacing beam columns in a frame structure, internal force caused by various loads can be borne, and horizontal force of the structure can be effectively controlled.
The existing assembled integral type reinforced concrete shear wall structure is inconvenient to vertically and transversely strengthen connection when in use, and is not stable enough when in use.
Disclosure of Invention
In order to overcome the defects in the prior art, the embodiment of the application provides an assembled integral type low-reinforcement concrete shear wall structure, which aims to solve the technical problems that: how to strengthen the connection vertically and horizontally, and is more stable in use.
In order to achieve the above purpose, the present application provides the following technical solutions: the utility model provides an assembled integral few muscle concrete shear force wall structure, includes the wall body, the inside fixed circle roof beam body and the mount pad of being equipped with of wall body, and the mount pad is fixed to be located circle roof beam body top, mount pad top fixed connection connecting sleeve, connecting sleeve top activity is equipped with the spacing seat, connecting sleeve bottom periphery is fixed to be equipped with the additional strengthening;
a connecting channel is formed in the connecting sleeve, and the periphery of the top of the connecting sleeve is fixedly connected with a limit ring;
the limiting seat comprises a fixed block and a limiting sleeve, the limiting sleeve is fixedly arranged at the bottom of the fixed block, and a limiting cavity is formed in the inner side of the limiting sleeve;
the reinforced structure comprises a supporting plate and a supporting column, and the supporting column is fixedly arranged on one side of the supporting plate.
The implementation mode is as follows: the connecting rib penetrates the inside of connecting channel, the spacing collar gets into the inside in spacing chamber, the stop collar combines with the spacing collar, can play spacing connection's effect in vertical, thereby make vertical connection more firm, additional strengthening includes backup pad and support column, backup pad one side is fixed to be located to the support column, the backup pad is the arc setting, and the backup pad encircles the connecting sleeve periphery and sets up a plurality of groups, the support column corresponds the connecting sleeve and sets up same group, and set up perpendicularly between support column and the muscle of predetermineeing, two adjacent groups connecting sleeve pass through the backup pad and connect as an organic wholely with the support column, can play the effect of support in horizontal, thereby make transverse connection more firm.
In a preferred embodiment, the bottom end of the inside of the connecting channel is fixedly penetrated with a preset rib, and the preset rib penetrates through the ring beam body and the inside of the mounting seat.
In a preferred embodiment, the connecting ribs penetrate through the connecting channel, and the connecting ribs penetrate through the fixing block.
In a preferred embodiment, the bottom of the ring beam body and the top of the mounting seat are fixedly provided with key grooves, and the key grooves are horizontally provided with a plurality of groups.
In a preferred embodiment, the limit ring and the limit sleeve are correspondingly arranged, and the limit ring is movably arranged in the limit cavity.
In a preferred embodiment, the cross section of the limiting sleeve is L-shaped, and the limiting sleeve is positioned on the periphery of the connecting sleeve.
In a preferred embodiment, the support plates are arranged in an arc shape, and the support plates are arranged in groups around the circumference of the connecting sleeve.
In a preferred embodiment, the support columns are arranged in the same group corresponding to the connecting sleeve, and the support columns are arranged vertically between the support columns and the preset ribs.
The application has the technical effects and advantages that:
the connecting ribs penetrate into the connecting channel, the limit ring enters into the limit cavity, and the limit sleeve and the limit ring are combined to play a role in limiting connection in the vertical direction, so that vertical connection is more stable, two adjacent groups of connecting sleeves are connected into a whole through the supporting plate and the supporting column, and the connecting sleeves play a role in supporting in the transverse direction, so that the transverse connection is more stable, and the whole connecting sleeve can be connected in a vertical and transverse reinforcing manner and is more stable in use.
Drawings
Fig. 1 is a schematic diagram of the overall structure of the present application.
Fig. 2 is a schematic view of the connection sleeve connection of the present application.
Fig. 3 is a schematic cross-sectional view of a connecting sleeve according to the present application.
Fig. 4 is a schematic structural view of a limiting seat according to the present application.
Fig. 5 is a schematic structural diagram of the reinforcement structure of the present application.
The reference numerals are: 1. a wall body; 2. a ring beam body; 3. a mounting base; 4. a connecting sleeve; 41. a connection channel; 42. a limit ring; 5. presetting ribs; 6. a connecting rib; 7. a key slot; 8. a limit seat; 81. a fixed block; 82. a limit sleeve; 83. a spacing cavity; 9. a reinforcing structure; 91. a support plate; 92. and (5) supporting the column.
Detailed Description
The following description of the embodiments of the present application will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present application, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the application without making any inventive effort, are intended to be within the scope of the application.
The application provides an assembled integral type low-reinforcement concrete shear wall structure, which comprises a wall body 1, wherein a ring beam body 2 and a mounting seat 3 are fixedly arranged in the wall body 1, the mounting seat 3 is fixedly arranged at the top of the ring beam body 2, the top of the mounting seat 3 is fixedly connected with a connecting sleeve 4, the top of the connecting sleeve 4 is movably provided with a limit seat 8, and the periphery of the bottom of the connecting sleeve 4 is fixedly provided with a reinforcing structure 9;
a connecting channel 41 is formed in the connecting sleeve 4, and a limit ring 42 is fixedly connected to the periphery of the top of the connecting sleeve 4;
the limiting seat 8 comprises a fixed block 81 and a limiting sleeve 82, the limiting sleeve 82 is fixedly arranged at the bottom of the fixed block 81, a limiting cavity 83 is formed in the inner side of the limiting sleeve 82, the connecting rib 6 penetrates into the connecting channel 41, the limiting ring 42 enters into the limiting cavity 83, and the limiting sleeve 82 and the limiting ring 42 are combined to play a role in limiting connection in the vertical direction, so that the vertical connection is more stable;
the reinforcing structure 9 comprises a supporting plate 91 and a supporting column 92, the supporting column 92 is fixedly arranged on one side of the supporting plate 91, two adjacent groups of connecting sleeves 4 are connected into a whole through the supporting plate 91 and the supporting column 92, and the supporting effect can be achieved in the transverse direction, so that the transverse connection is more stable.
The inside bottom mounting of connecting channel 41 runs through and has predetermineeing muscle 5, and predetermineeing muscle 5 runs through in the inside of circle roof beam body 2 and mount pad 3, convenient to connect and use.
The connecting rib 6 is movably penetrated through the top end of the inside of the connecting channel 41, and the connecting rib 6 penetrates through the inside of the fixed block 81, so that the preset rib 5 can be conveniently connected.
The round-robin beam body 2 bottom and the top of mount pad 3 are all fixed and are equipped with keyway 7, and keyway 7 horizontal direction sets up a plurality of groups, the installation of being convenient for is connected.
The limiting rings 42 and the limiting sleeves 82 are correspondingly arranged, and the limiting rings 42 are movably arranged in the limiting cavities 83, so that the limiting rings can play a role in connection limiting.
The cross section of stop collar 82 is L shape setting, and stop collar 82 is located connecting sleeve 4 periphery, the connection of being convenient for uses.
The backup pad 91 is the arc setting, and backup pad 91 encircles the adapter sleeve 4 periphery and sets up a plurality of groups, the transverse connection of being convenient for.
The support columns 92 are arranged in the same group corresponding to the connecting sleeve 4, and the support columns 92 are vertically arranged with the preset ribs 5, so that the support connection is facilitated.
As shown in fig. 1 to 5, the embodiment specifically includes: during installation, spacing seat 8 includes fixed block 81 and stop collar 82, the fixed block 81 bottom of locating of stop collar 82, the stop collar 82 inboard is equipped with spacing chamber 83, the cross-section of stop collar 82 is L shape setting, and stop collar 82 is located connecting sleeve 4 periphery, correspond between stop collar 42 and the stop collar 82 and set up, and stop collar 42 activity locates inside spacing chamber 83, connecting rib 6 penetrates the inside of connecting channel 41, stop collar 42 gets into the inside of spacing chamber 83, the combination of stop collar 82 and stop collar 42, can play spacing effect in vertical, thereby make vertical connection more firm, reinforcing structure 9 includes backup pad 91 and support column 92, support column 92 is fixed to be located backup pad 91 one side, backup pad 91 is the arc setting, and backup pad 91 encircles connecting sleeve 4 periphery and set up a plurality of groups, support column 92 corresponds connecting sleeve 4 and sets up same group, and set up perpendicularly between support column 92 and the presettingly muscle 5, adjacent two sets of connecting sleeve 4 are connected as an organic wholely through backup pad 91 and support column 92, can play the effect of supporting in horizontal, thereby make horizontal connection more firm, whole can be in vertical and horizontal reinforcing connection, when using more firm.
The working principle of the application is as follows:
referring to the accompanying drawings 1-5 of the specification, the connecting rib 6 penetrates into the connecting channel 41, the limit ring 42 enters into the limit cavity 83, the limit sleeve 82 is combined with the limit ring 42, the effect of limiting connection can be achieved in the vertical direction, so that vertical connection is more stable, the reinforcing structure 9 comprises a support plate 91 and a support column 92, the support column 92 is fixedly arranged on one side of the support plate 91, the support plate 91 is in an arc-shaped arrangement, the support plate 91 is arranged in a plurality of groups around the periphery of the connecting sleeve 4, the support column 92 corresponds to the connecting sleeve 4 and is arranged vertically between the support column 92 and the preset rib 5, two adjacent groups of connecting sleeves 4 are connected into a whole through the support plate 91 and the support column 92, and the effect of supporting can be achieved in the transverse direction, so that transverse connection is more stable.
The last points to be described are: first, in the description of the present application, it should be noted that, unless otherwise specified and defined, the terms "mounted," "connected," and "connected" are to be construed broadly, and may be mechanical or electrical, or may be a direct connection between two elements, and "upper," "lower," "left," "right," etc. are merely used to indicate relative positional relationships, which may be changed when the absolute position of the object being described is changed;
secondly: in the drawings of the disclosed embodiments, only the structures related to the embodiments of the present disclosure are referred to, and other structures can refer to the common design, so that the same embodiment and different embodiments of the present disclosure can be combined with each other under the condition of no conflict;
finally: the foregoing description of the preferred embodiments of the application is not intended to limit the application to the precise form disclosed, and any such modifications, equivalents, and alternatives falling within the spirit and principles of the application are intended to be included within the scope of the application.
Claims (4)
1. The utility model provides an assembled integral few muscle concrete shear force wall structure, includes wall body (1), its characterized in that: the wall body (1) is internally fixedly provided with a ring beam body (2) and a mounting seat (3), the mounting seat (3) is fixedly arranged at the top of the ring beam body (2), the top of the mounting seat (3) is fixedly connected with a connecting sleeve (4), the top of the connecting sleeve (4) is movably provided with a limit seat (8), and the periphery of the bottom of the connecting sleeve (4) is fixedly provided with a reinforcing structure (9);
a connecting channel (41) is formed in the connecting sleeve (4), and the periphery of the top of the connecting sleeve (4) is fixedly connected with a limit ring (42);
the limiting seat (8) comprises a fixed block (81) and a limiting sleeve (82), the limiting sleeve (82) is fixedly arranged at the bottom of the fixed block (81), and a limiting cavity (83) is formed in the inner side of the limiting sleeve (82);
the reinforcing structure (9) comprises a supporting plate (91) and a supporting column (92), and the supporting column (92) is fixedly arranged on one side of the supporting plate (91); the bottom end of the inside of the connecting channel (41) is fixedly penetrated with a preset rib (5), and the preset rib (5) penetrates through the inside of the ring beam body (2) and the mounting seat (3); the top end of the inside of the connecting channel (41) is movably penetrated with a connecting rib (6), and the connecting rib (6) penetrates through the inside of the fixed block (81);
the supporting plates (91) are arranged in an arc shape, and the supporting plates (91) are arranged in a plurality of groups around the periphery of the connecting sleeve (4); the support columns (92) are arranged in the same group corresponding to the connecting sleeve (4), and the support columns (92) are vertically arranged between the preset ribs (5);
two adjacent groups of connecting sleeves (4) are connected into a whole through a supporting plate (91) and a supporting column (92).
2. The fabricated, unitary, low-profile concrete shear wall structure of claim 1, wherein: the bottom of the ring beam body (2) and the top of the mounting seat (3) are fixedly provided with key grooves (7), and a plurality of groups of key grooves (7) are arranged in the horizontal direction.
3. The fabricated, unitary, low-profile concrete shear wall structure of claim 1, wherein: the limiting rings (42) and the limiting sleeves (82) are correspondingly arranged, and the limiting rings (42) are movably arranged in the limiting cavities (83).
4. The fabricated, unitary, low-profile concrete shear wall structure of claim 1, wherein: the cross section of the limiting sleeve (82) is L-shaped, and the limiting sleeve (82) is positioned on the periphery of the connecting sleeve (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110239418.8A CN113417381B (en) | 2021-03-04 | 2021-03-04 | Assembled integral few muscle concrete shear wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110239418.8A CN113417381B (en) | 2021-03-04 | 2021-03-04 | Assembled integral few muscle concrete shear wall structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN113417381A CN113417381A (en) | 2021-09-21 |
| CN113417381B true CN113417381B (en) | 2023-09-01 |
Family
ID=77711924
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202110239418.8A Active CN113417381B (en) | 2021-03-04 | 2021-03-04 | Assembled integral few muscle concrete shear wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN113417381B (en) |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5732525A (en) * | 1995-11-22 | 1998-03-31 | Tokyo Tekko Co., Ltd. | Mortar grout splice sleeve for reinforcing bars |
| CN203531178U (en) * | 2013-11-11 | 2014-04-09 | 内蒙古蒙西工程设计有限公司 | Wholly prefabricated shear wall |
| CN104847018A (en) * | 2015-01-23 | 2015-08-19 | 云南省建筑科学研究院 | Integral assembly method of precast concrete box structure building |
| CN206570989U (en) * | 2017-02-16 | 2017-10-20 | 深圳立得屋住宅科技有限公司 | A kind of assembled architecture locking device |
| CN206737200U (en) * | 2017-03-10 | 2017-12-12 | 阜阳市兴华机械装备有限公司 | A kind of assembled arthitecutral structure system |
| CN209723400U (en) * | 2018-12-21 | 2019-12-03 | 江苏省建筑设计研究院有限公司 | Using a kind of prefabricated integral frame bean column node that sleeve quickly connects |
| CN210086661U (en) * | 2019-04-23 | 2020-02-18 | 安徽军瑶新型材料有限公司 | Inner column type assembly building roof |
| JP2020172767A (en) * | 2019-04-09 | 2020-10-22 | 極東興和株式会社 | Connection structure of precast concrete members |
| CN211873409U (en) * | 2020-03-23 | 2020-11-06 | 广州金辉建设集团有限公司 | Wall plate structure |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108301568B (en) * | 2018-01-31 | 2019-07-26 | 合肥建工集团有限公司 | A kind of assembling structure of assembly concrete component |
-
2021
- 2021-03-04 CN CN202110239418.8A patent/CN113417381B/en active Active
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5732525A (en) * | 1995-11-22 | 1998-03-31 | Tokyo Tekko Co., Ltd. | Mortar grout splice sleeve for reinforcing bars |
| CN203531178U (en) * | 2013-11-11 | 2014-04-09 | 内蒙古蒙西工程设计有限公司 | Wholly prefabricated shear wall |
| CN104847018A (en) * | 2015-01-23 | 2015-08-19 | 云南省建筑科学研究院 | Integral assembly method of precast concrete box structure building |
| CN206570989U (en) * | 2017-02-16 | 2017-10-20 | 深圳立得屋住宅科技有限公司 | A kind of assembled architecture locking device |
| CN206737200U (en) * | 2017-03-10 | 2017-12-12 | 阜阳市兴华机械装备有限公司 | A kind of assembled arthitecutral structure system |
| CN209723400U (en) * | 2018-12-21 | 2019-12-03 | 江苏省建筑设计研究院有限公司 | Using a kind of prefabricated integral frame bean column node that sleeve quickly connects |
| JP2020172767A (en) * | 2019-04-09 | 2020-10-22 | 極東興和株式会社 | Connection structure of precast concrete members |
| CN210086661U (en) * | 2019-04-23 | 2020-02-18 | 安徽军瑶新型材料有限公司 | Inner column type assembly building roof |
| CN211873409U (en) * | 2020-03-23 | 2020-11-06 | 广州金辉建设集团有限公司 | Wall plate structure |
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| Publication number | Publication date |
|---|---|
| CN113417381A (en) | 2021-09-21 |
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