CN114541596A - Simple connecting structure for vertical joints of assembled shear wall - Google Patents
Simple connecting structure for vertical joints of assembled shear wall Download PDFInfo
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- CN114541596A CN114541596A CN202210264630.4A CN202210264630A CN114541596A CN 114541596 A CN114541596 A CN 114541596A CN 202210264630 A CN202210264630 A CN 202210264630A CN 114541596 A CN114541596 A CN 114541596A
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- shear wall
- groove
- connecting steel
- prefabricated
- steel bar
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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
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
- E04B1/68—Sealings of joints, e.g. expansion joints
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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
- 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
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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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses a simple connecting structure for vertical joints of an assembled shear wall, which relates to the technical field of assembled buildings and comprises a first shear wall, a second shear wall, connecting steel plates and connecting steel bars, wherein the first shear wall and the second shear wall are distributed left and right and are arranged in a coplanar manner, a first connecting groove is prefabricated on the right front side of the first shear wall, a first step groove is prefabricated on the right rear side of the first shear wall, a second connecting groove is prefabricated on the side of the first step groove, a second step groove is prefabricated on the left front side of the second shear wall, a third connecting groove is prefabricated on the side of the second step groove, a fourth connecting groove is prefabricated on the left rear side of the second shear wall, the first step groove and the second step groove are mutually attached, the connecting steel plates are provided with a pair and correspond to the front and rear sides of the first shear wall and the second shear wall, and the connecting steel bars are provided with a pair and correspond to the upper and lower ends of the two connecting steel plates in a clamped manner. The simple connection structure for the vertical joints of the assembled shear walls can realize quick connection and reliable connection between the two shear walls.
Description
Technical Field
The invention relates to the technical field of fabricated buildings, in particular to a simple connecting structure for vertical joints of fabricated shear walls.
Background
In the fabricated shear wall structure, the connection of the vertical joints of the shear wall is the content of important concern in engineering design and construction. Present common vertical seam is mostly the form of reserving reinforcement, post-cast concrete, and this connected mode is comparatively traditional, and needs the cast in situ concrete, and wet operation process is many, and construction cycle is longer. Therefore, in the assembly type building construction, a simple connecting structure of the vertical joint of the shear wall is urgently needed, and the simple connecting structure can simplify the process, provide the efficiency and is safe and reliable.
Disclosure of Invention
The invention aims to provide a simple connecting structure for vertical joints of an assembled shear wall, and aims to solve the problems that the connecting process of the vertical joints of the assembled shear wall is complex, wet operation is more in a construction site and the like in the prior art.
A simple connecting structure for vertical seams of an assembled shear wall comprises a first shear wall, a second shear wall, a connecting steel plate and a connecting steel bar, wherein the first shear wall and the second shear wall are distributed left and right and are arranged in a coplanar manner, a first zigzag connecting groove is prefabricated on the right front side of the first shear wall, a first rectangular step groove is prefabricated on the right rear side of the first shear wall, a second zigzag connecting groove is prefabricated on the side of the first step groove, a second rectangular step groove is prefabricated on the left front side of the second shear wall, a third zigzag connecting groove is prefabricated on the side of the second step groove, a fourth zigzag connecting groove is prefabricated on the left rear side of the second shear wall, the first step groove and the second step groove are mutually attached, the connecting steel plate is provided with a pair of sugarcoated haw-type structure and is symmetrically distributed front and back, the connecting steel plate is provided with a sugarcoated-haw-type process groove, the connecting steel plate on the front side is correspondingly clamped at the first connecting groove and the third connecting groove, the connecting steel plates on the rear side are correspondingly clamped in the second connecting groove and the fourth connecting groove, and the connecting steel bars are provided with a pair of connecting steel bars and are correspondingly clamped at the upper ends and the lower ends of the two connecting steel plates.
Preferably, the outer side of the first step groove is uniformly distributed with plug-in strips with trapezoidal sections, the inner side of the second step groove is uniformly distributed with plug-in grooves with trapezoidal sections, and the plug-in strips are correspondingly inserted in the plug-in grooves.
Preferably, clamping blocks with trapezoidal sections are uniformly distributed at the upper end and the lower end of the connecting steel plate, trapezoidal clamping grooves are uniformly distributed at the front side and the rear side of the connecting steel bar, and the clamping blocks are correspondingly inserted and clamped in the clamping grooves.
Preferably, conical fixing holes are uniformly distributed on the left side and the right side of the connecting steel bar.
Compared with the prior art, the simple connecting structure for the vertical joint of the assembled shear wall has the following advantages:
1. the first shear wall and the second shear wall are in a coplanar and equal-height space state, then the first shear wall and the second shear wall are close to each other until the first step surface and the second step surface are completely attached to each other, and the inserting strips are correspondingly inserted into the inserting grooves, so that the first shear wall and the second shear wall can be quickly connected preliminarily.
2. The first shear wall and the second shear wall can be reliably connected by clamping one connecting steel plate at the first connecting groove and the third connecting groove and clamping the other connecting steel plate at the second connecting groove and the fourth connecting groove.
3. The connecting steel bars are clamped at the clamping blocks at the upper end and the lower end of the two connecting steel plates, and the two connecting steel bars are fixed at the upper end and the lower end of the first shear wall and the second shear wall through the cement nails, so that the connecting strength between the first shear wall and the second shear wall can be further improved.
Drawings
Fig. 1 is a schematic structural view of the integral assembly of the present invention.
Fig. 2 is a schematic structural view of the overall explosion of the present invention.
Fig. 3 and 4 are schematic structural views of a first shear wall in the invention.
Fig. 5 and 6 are schematic structural views of a second shear wall in the invention.
Fig. 7 is a schematic structural view of the connection steel plate of the present invention.
Fig. 8 is a schematic view showing the structure of a connection steel rod in the present invention.
Wherein:
10, a first shear wall; 10 a-connecting groove one; 10 b-step groove one; 10 c-a plug strip; 10 d-connecting groove two;
20-a second shear wall; 20 a-step groove two; 20 b-a plug groove; 20 c-connecting groove III; 20 d-connecting groove four;
30-connecting steel plates; 30 a-a process tank; 30 b-a card mounting block;
40-connecting steel bars; 40 a-clamping groove; 40 b-fixing holes.
Detailed Description
In order to make the technical means, the creation characteristics, the achievement purposes and the effects of the invention easy to understand, the invention is further described with the specific embodiments.
As shown in fig. 1 to 8, a simple connection structure for vertical joints of an assembled shear wall comprises a first shear wall 10, a second shear wall 20, a connecting steel plate 30 and a connecting steel bar 40, wherein the first shear wall 10 and the second shear wall 20 are distributed in a left-right direction and are coplanar with each other, a first zigzag connecting groove 10a is prefabricated on the right front side of the first shear wall 10, a first rectangular step groove 10b is prefabricated on the right rear side of the first shear wall 10, a second zigzag connecting groove 10d is prefabricated on the side of the first step groove 10b, a second rectangular step groove 20a is prefabricated on the left front side of the second shear wall 20, a third zigzag connecting groove 20c is prefabricated on the side of the second step groove 20a, a fourth zigzag connecting groove 20d is prefabricated on the left rear side of the second shear wall 20, the first step groove 10b and the second step groove 20a are attached to each other, the connecting steel plate 30 is provided with a pair of connecting steel plates which are symmetrically distributed in a front-back direction, the connecting steel plate 30 is of a sugarcoated haw type structure, the connecting steel plate 30 on the front side is correspondingly clamped at the first connecting groove 10a and the third connecting groove 20c, the connecting steel plate 30 on the rear side is correspondingly clamped at the second connecting groove 10d and the fourth connecting groove 20d, and the connecting steel bar 40 is provided with a pair of connecting steel plates and is correspondingly clamped at the upper end and the lower end of the two connecting steel plates 30.
In this embodiment, plug-in strips 10c with a trapezoidal cross section are uniformly distributed on the outer side of the first step groove 10b, plug-in grooves 20b with a trapezoidal cross section are uniformly distributed on the inner side of the second step groove 20a, and the plug-in strips 10c are correspondingly inserted into the plug-in grooves 20 b. The splicing strips 10c and the splicing grooves 20b which can be matched with each other are prefabricated, so that the connection strength between the first shear wall 10 and the second shear wall 20 is improved.
In this embodiment, clamping blocks 30b having a trapezoidal cross section are uniformly distributed at both upper and lower ends of the connecting steel plate 30, trapezoidal clamping grooves 40a are uniformly distributed at both front and rear sides of the connecting steel bar 40, and the clamping blocks 30b are correspondingly inserted and clamped in the clamping grooves 40 a. The clamping blocks 30b and the clamping grooves 40a which can be matched with each other are used for realizing the quick connection between the connecting steel bars 40 and the connecting steel plates 30, and further improving the connection strength between the first shear wall 10 and the second shear wall 20.
In this embodiment, conical fixing holes 40b are uniformly formed in both left and right sides of the connection steel bar 40. Through the arrangement of the fixing holes 40b and the cement nails, the connection steel bars 40 are quickly connected with the first shear wall 10 and the second shear wall 20, and the connection strength between the first shear wall 10 and the second shear wall 20 is further improved.
When the simple connecting structure for the vertical joint of the assembled shear wall is actually applied, the simple connecting structure comprises the following assembling steps:
step 1: enabling the first shear wall 10 and the second shear wall 20 to be in a coplanar and equal-height space state;
step 2: the first shear wall 10 and the second shear wall 20 are close to each other until the first step surface 10b and the second step surface 20a are completely attached to each other, and the inserting strips 10c are correspondingly inserted into the inserting grooves 20 b;
and step 3: a connecting steel plate 30 is clamped at the first connecting groove 10a and the third connecting groove 20c together, and then another connecting steel plate 30 is clamped at the second connecting groove 10d and the fourth connecting groove 20d together;
and 4, step 4: a connecting steel bar 40 is clamped at the clamping blocks 30b at the upper and lower ends of the two connecting steel plates 30;
and 5: two connecting steel bars 40 are fixed to the upper and lower ends of the first shear wall 10 and the second shear wall 20 by cement nails.
The embodiments disclosed above are therefore to be considered in all respects as illustrative and not restrictive. All changes which come within the scope of or equivalence to the invention are intended to be embraced therein.
Claims (4)
1. The utility model provides a simple and easy connection structure of vertical seam of assembled shear force wall which characterized in that: the shear wall comprises a first shear wall (10), a second shear wall (20), a connecting steel plate (30) and a connecting steel bar (40), wherein the first shear wall (10) and the second shear wall (20) are distributed left and right and are arranged in a coplanar manner, a first zigzag connecting groove (10a) is prefabricated on the right front side of the first shear wall (10), a first rectangular step groove (10b) is prefabricated on the right rear side of the first shear wall (10), a second zigzag connecting groove (10d) is prefabricated on the side of the first zigzag connecting groove (10b), a second rectangular step groove (20a) is prefabricated on the left front side of the second shear wall (20), a third zigzag connecting groove (20c) is prefabricated on the side of the second step groove (20a), a fourth zigzag connecting groove (20d) is prefabricated on the left rear side of the second shear wall (20), and the first step groove (10b) and the second step groove (20a) are attached to each other, the utility model discloses a sugarcoated haw stick, including connecting steel bar (30), connecting steel bar (30) are equipped with a pair ofly and front and back symmetric distribution, connecting steel bar (30) are sugarcoated haw stick type structure and are equipped with the technology groove (30a) of sugarcoated haw stick type on it, and connecting steel bar (30) of front side are correspondingly clamped in connecting groove one (10a) and connecting groove three (20c) department, and connecting steel bar (30) of rear side are correspondingly clamped in connecting groove two (10d) and connecting groove four (20d) department, connecting steel bar (40) are equipped with a pair ofly and correspond and clamp in the upper and lower both ends of two connecting steel bar (30).
2. The simple connection structure for the vertical joint of the fabricated shear wall as claimed in claim 1, wherein: plug-in strips (10c) with trapezoidal sections are uniformly distributed on the outer side of the first step groove (10b), plug-in grooves (20b) with trapezoidal sections are uniformly distributed on the inner side of the second step groove (20a), and the plug-in strips (10c) are correspondingly inserted into the plug-in grooves (20 b).
3. The simple connection structure for the vertical joint of the fabricated shear wall according to claim 1, characterized in that: clamping blocks (30b) with trapezoidal sections are uniformly distributed at the upper end and the lower end of the connecting steel plate (30), trapezoidal clamping grooves (40a) are uniformly distributed at the front side and the rear side of the connecting steel bar (40), and the clamping blocks (30b) are correspondingly inserted and clamped in the clamping grooves (40 a).
4. The simple connection structure for the vertical joint of the fabricated shear wall according to claim 3, wherein: conical fixing holes (40b) are uniformly distributed on the left side and the right side of the connecting steel bar (40).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210264630.4A CN114541596B (en) | 2022-03-17 | 2022-03-17 | Simple connecting structure for vertical joints of assembled shear wall |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210264630.4A CN114541596B (en) | 2022-03-17 | 2022-03-17 | Simple connecting structure for vertical joints of assembled shear wall |
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| CN114541596A true CN114541596A (en) | 2022-05-27 |
| CN114541596B CN114541596B (en) | 2023-08-29 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202210264630.4A Active CN114541596B (en) | 2022-03-17 | 2022-03-17 | Simple connecting structure for vertical joints of assembled shear wall |
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Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1046713A (en) * | 1996-07-31 | 1998-02-17 | Tohoku Shizai Kogyo Kk | Form for concrete wall or foundation |
| CN207988212U (en) * | 2018-02-28 | 2018-10-19 | 常州工程职业技术学院 | A kind of precast shear wall horizontal connection structure with W-shaped seam |
| CN208347011U (en) * | 2018-06-25 | 2019-01-08 | 常州工程职业技术学院 | A kind of assembled shears orthogonal wall profiled sheet perps connection unit |
| CN210530014U (en) * | 2019-07-24 | 2020-05-15 | 江苏华亚工程设计研究院有限公司 | Plug-in structure for assembled shear wall |
| CN211899036U (en) * | 2019-11-25 | 2020-11-10 | 博地建设集团有限公司 | Assembled shear force wall structure |
| CN111962690A (en) * | 2020-07-18 | 2020-11-20 | 北京住总第一开发建设有限公司 | Assembly type building wall connecting structure and construction method thereof |
| CN212026701U (en) * | 2020-03-20 | 2020-11-27 | 青岛环城建工集团有限公司 | Prefabricated shear wall horizontal connection structure with W-shaped joint |
| CN112411786A (en) * | 2020-11-26 | 2021-02-26 | 西安建筑科技大学 | Orthogonal waveform slotted steel plate grading energy dissipation damper with viscoelastic material |
| CN213174279U (en) * | 2020-07-27 | 2021-05-11 | 武汉城开新兴建材有限责任公司 | L-shaped precast concrete wall |
| CN214090591U (en) * | 2020-10-19 | 2021-08-31 | 吴江颐荣建设工程有限公司 | Light steel heat preservation wallboard with function of making an uproar is fallen |
-
2022
- 2022-03-17 CN CN202210264630.4A patent/CN114541596B/en active Active
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1046713A (en) * | 1996-07-31 | 1998-02-17 | Tohoku Shizai Kogyo Kk | Form for concrete wall or foundation |
| CN207988212U (en) * | 2018-02-28 | 2018-10-19 | 常州工程职业技术学院 | A kind of precast shear wall horizontal connection structure with W-shaped seam |
| CN208347011U (en) * | 2018-06-25 | 2019-01-08 | 常州工程职业技术学院 | A kind of assembled shears orthogonal wall profiled sheet perps connection unit |
| CN210530014U (en) * | 2019-07-24 | 2020-05-15 | 江苏华亚工程设计研究院有限公司 | Plug-in structure for assembled shear wall |
| CN211899036U (en) * | 2019-11-25 | 2020-11-10 | 博地建设集团有限公司 | Assembled shear force wall structure |
| CN212026701U (en) * | 2020-03-20 | 2020-11-27 | 青岛环城建工集团有限公司 | Prefabricated shear wall horizontal connection structure with W-shaped joint |
| CN111962690A (en) * | 2020-07-18 | 2020-11-20 | 北京住总第一开发建设有限公司 | Assembly type building wall connecting structure and construction method thereof |
| CN213174279U (en) * | 2020-07-27 | 2021-05-11 | 武汉城开新兴建材有限责任公司 | L-shaped precast concrete wall |
| CN214090591U (en) * | 2020-10-19 | 2021-08-31 | 吴江颐荣建设工程有限公司 | Light steel heat preservation wallboard with function of making an uproar is fallen |
| CN112411786A (en) * | 2020-11-26 | 2021-02-26 | 西安建筑科技大学 | Orthogonal waveform slotted steel plate grading energy dissipation damper with viscoelastic material |
Non-Patent Citations (2)
| Title |
|---|
| 吴毓鹏;: "EPS钢丝网架板现浇混凝土外墙外保温施工", 四川建筑, no. 04 * |
| 沈程;袁春树;范优铭;戴玉伟;: "新型村镇装配式低矮剪力墙隔震滑移分析", 江苏建筑职业技术学院学报, no. 03 * |
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| CN114541596B (en) | 2023-08-29 |
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