CN217630625U - Assembled shear force wall connection structure - Google Patents
Assembled shear force wall connection structure Download PDFInfo
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- CN217630625U CN217630625U CN202220821736.5U CN202220821736U CN217630625U CN 217630625 U CN217630625 U CN 217630625U CN 202220821736 U CN202220821736 U CN 202220821736U CN 217630625 U CN217630625 U CN 217630625U
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Abstract
The utility model belongs to the technical field of the construction technology and specifically relates to an assembly type shear force wall connection structure, include: the wall body comprises a first wall body, wherein a positioning piece is arranged on the first wall body, steel bar sleeves are arranged on two sides of the positioning piece, a second wall body is connected onto the first wall body, an insertion groove matched with the positioning piece in position is formed in the second wall body, vertical steel bars are arranged on two sides of the insertion groove, and the vertical steel bars and the steel bar sleeves are coincided in a corresponding mode. The first wall body and the second wall body are installed through quick positioning of the design positioning piece and the insertion groove, the insertion block is arranged on the positioning piece, the insertion block moves downwards, the sliding assembly and the brake block are matched to form preliminary fixed connection of the first wall body and the second wall body, and the connection stability of the first wall body and the second wall body is enhanced.
Description
Technical Field
The utility model belongs to the technical field of the construction technology and specifically relates to an assembled shear force wall connection structure.
Background
Shear walls, also known as wind-resistant walls, earthquake-resistant walls or structural walls, are used for bearing horizontal loads caused by wind loads or earthquake action in houses or structures, can effectively prevent building structures from being damaged by shearing, are generally formed by prefabricating and assembling in field construction, and are generally connected in a manner of grouting through steel bar sleeves.
The existing sleeve grouting connection mode needs to enable vertical steel bars on a lower shear wall to enter a sleeve on an upper shear wall, the number of the vertical steel bars on the lower shear wall is large, vertical connection is achieved through a steel bar sleeve, construction precision requirements are high, construction difficulty is large, construction time is greatly wasted, and meanwhile, after a first wall body is connected with a second wall body, due to the fact that the connection structure is single, the stable effect after connection is general, and potential safety hazards exist.
Disclosure of Invention
The utility model aims at: overcome not enough among the prior art, provide an assembled shear force wall connection structure, it is more reliable to be connected between first wall body and the second wall body after the connection.
In order to solve the technical problem, the utility model discloses a technical scheme as follows: the method comprises the following steps: the wall body comprises a first wall body, wherein a positioning piece is arranged on the first wall body, steel bar sleeves are arranged on two sides of the positioning piece, a second wall body is connected onto the first wall body, an insertion groove matched with the positioning piece in position is formed in the second wall body, vertical steel bars are arranged on two sides of the insertion groove, and the vertical steel bars and the steel bar sleeves are coincided in a corresponding mode. Through setting up the setting element on first wall body, set up the inserting groove on the second wall body, utilize the setting element to realize the rapid Assembly to first wall body, both can avoid the vertical reinforcing bar of traditional assembly methods to insert telescopic alignment problem, can strengthen the connection reliability that two adjacent shear force walls are connected again.
Furthermore, the positioning piece is a trapezoidal block, and plug connectors are arranged on two sides of the trapezoidal block. Through setting up the setting element into trapezoidal piece, at the in-process that the setting element inserted the inserting groove, the inclined plane of trapezoidal piece contacted with the inclined plane of corresponding inserting groove, the plug connector continued to inwards insert first recess, fixed trapezoidal piece, and then can be in the same place first wall body and second wall body fixed connection.
Preferably, the plug connector comprises an insertion block, one end of the insertion block is arranged on the first wall body, one end, far away from the first wall body, of the insertion block penetrates through the trapezoidal block, and a clamping groove is formed in the insertion block. Through set up the joint groove in the grafting piece, when the grafting piece got into first recess in, can oppress the direction removal of the brake pads of first recess one side toward keeping away from trapezoidal piece one side, second elastic component can be compressed this moment, when the brake pads butt to the joint inslot on the grafting piece, under the elastic force of second elastic component, the brake pads can get into the joint inslot to can fix trapezoidal piece, just so can be in the same place first wall body and second wall body fixed connection.
Furthermore, a first groove is formed in the insertion groove, the first groove is matched with the bottom of the insertion block in a superposition mode, and a sliding assembly is arranged in the first groove.
Preferably, the sliding assembly comprises a sliding block, the sliding block is arranged in the first groove, the sliding block is connected with a telescopic column, the telescopic column is sleeved with a first elastic piece, a sliding rail is arranged on the side wall of the first groove, and the sliding block is connected with the sliding rail in a sliding manner. In can making the grafting piece get into first recess through setting up sliding assembly, when grafting piece downstream, drive the sliding block downstream and then drive flexible post downstream, the brake pads of the second recess of first recess one side is oppressed to the direction of keeping away from trapezoidal piece one side at the decurrent in-process of grafting piece simultaneously and is removed, when the joint groove removes the position to the second recess, under the elastic potential energy of second elastic component, the brake pads can get into the joint inslot to can fix the trapezoidal piece.
Furthermore, a second groove is formed in one side of the first groove, a transverse plate is arranged in the second groove, guide rods penetrate through two ends of the transverse plate in a sliding mode, stop blocks are fixed to one ends of the guide rods, a second elastic piece is arranged on the guide rods in a surrounding mode, and the second elastic piece is connected with a brake block. When first wall body and second wall body are installed to needs, insert the spliced groove with the setting element in, the inclined plane of trapezoidal piece and the inclined plane contact of corresponding spliced groove, plug connector on the trapezoidal piece continues to insert in the first recess, when the spliced piece gets into first recess in, can oppress the direction removal of brake pads on the sliding assembly toward keeping away from trapezoidal piece one side, second elastic component in the second recess this moment can be compressed, when the joint inslot on brake pads butt to the spliced piece, under the spring action of second elastic component, the brake pads can get into the joint inslot, thereby can fix the trapezoidal piece, at this moment, can be in the same place first wall body with second wall body fixed connection.
Preferably, the first wall body is further provided with a grouting hole, the first grouting hole is communicated with a grouting cylinder, and the grouting cylinder penetrates through and extends out of the first wall body. Through the design grouting hole, after the installation of the first wall body and the second wall body is completed, concrete grouting slurry is poured into the grouting hole, the concrete grouting slurry enters the joint of the first wall body and the second wall body through the grouting barrel and is cured inside the first wall body and the second wall body to form a grouting structure body, and the connection stability of the first wall body and the second wall body is enhanced.
Furthermore, the steel bar sleeve of the first wall body is connected with the vertical steel bar of the second wall body.
Adopt the technical scheme of the utility model's beneficial effect is: through designing the setting element and the first wall body of quick location installation of inserting groove and second wall body, be provided with the grafting piece on the setting element simultaneously, the grafting piece moves down and sliding assembly and brake pads cooperation form the preliminary fixed connection of first wall body and second wall body, the rethread is to pouring into concrete pouring grout material to the injected hole, get into the seam crossing and the inside of first wall body and second wall body and form the pouring structure body after the solidification, further strengthen the stability of being connected of first wall body and second wall body.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings required to be used in the description of the embodiments will be briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art that other drawings can be obtained according to these drawings without inventive labor. Wherein:
fig. 1 is a schematic overall structure diagram of an assembled shear wall connection structure according to the present invention;
fig. 2 is a partially enlarged view of a region a of fig. 1 of an assembled shear wall connection structure according to the present invention;
fig. 3 is a schematic view of a second wall structure of an assembled shear wall connection structure according to the present invention;
fig. 4 is an installation diagram of a first wall and a second wall of an assembled shear wall connection structure according to the present invention;
fig. 5 is a partial enlarged view of a region B of fig. 4 of an assembled shear wall connection structure according to the present invention;
fig. 6 is a partial enlarged view of the region C in fig. 5 of an assembled shear wall connection structure according to the present invention.
Detailed Description
The present invention will now be described in further detail with reference to the accompanying drawings. These drawings are simplified schematic drawings and illustrate the basic structure of the present invention only in a schematic manner, and thus show only the components related to the present invention. The present invention utilizes the schematic structural diagrams and the like for detailed description, the schematic diagrams are only examples, and the present invention should not be limited herein. In addition, the actual manufacturing process should include three-dimensional space of length, width and depth.
Referring to fig. 1 to 6, the utility model discloses an assembly type shear force wall connection structure, include: first wall body 101, first wall body 101 bottom is provided with setting element 200, the setting element 200 both sides are provided with steel sleeve 103, first wall body 101 bottom is connected with second wall body 104, be provided with the inserting groove 300 that matches with setting element 200 position on the second wall body 104, inserting groove 300 both sides are provided with vertical reinforcing bar 104a, vertical reinforcing bar 104a corresponds the coincidence with steel sleeve 103's position. The positioning piece 200 is inserted into the insertion groove 300, so that the vertical steel bars 104a are connected with the steel bar sleeve 103, and the problem that the vertical steel bars 104a are difficult to align and complicated to insert into the sleeve 103 in the traditional assembly mode is solved.
Further, the positioning piece 200 is a trapezoid block 201, the two sides of the trapezoid block 201 are provided with the plug pieces 203, each plug piece 203 comprises a plug piece 203a, one end of each plug piece 203a is arranged at the bottom of the first wall 101, one end, far away from the first wall 101, of each plug piece 203a penetrates through the trapezoid block 201, and a clamping groove 203b is formed in each plug piece 203 a. Through setting up plug connector 203 in trapezoidal piece 201 both sides, at the in-process that trapezoidal piece 201 inserted inserting groove 300, the inclined plane of trapezoidal piece 201 and the inclined plane contact of corresponding inserting groove 300, plug connector 203 continues to toward interior insert first recess 301, fixes the trapezoidal piece, and then can be in the same place first wall body and second wall body fixed connection, strengthens the stability of being connected of first wall body and second wall body.
Further, a first groove 301 is formed in the insertion groove 300, the first groove 301 is overlapped and matched with the bottom of the insertion block 203a, and a sliding assembly 400 is arranged in the first groove 301.
Preferably, a second groove 302 is arranged on one side of the first groove 301, a transverse plate 302a is arranged in the second groove 302, guide rods 302b are slidably penetrated through both ends of the transverse plate 302a, a stop block 302c is fixed to one end of each guide rod 302b, a second elastic member 302d is arranged on each guide rod 302b in a surrounding manner, and the second elastic member 302d is connected with a brake block 302e.
Through set up joint groove 203b in grafting piece 203a, when grafting piece 203a got into first recess 301 in, can oppress the brake pads 302e of first recess 301 one side and move toward the direction of keeping away from trapezoidal piece 201 one side, second elastic component 302d can be compressed this moment, when brake pads 302e butt to the joint groove 203b on grafting piece 203a in, under the spring action of second elastic component 302d, brake pads 302e can get into in the joint groove 203b, thereby can fix trapezoidal piece 201, just so can be in the same place first wall body 101 with second wall body 104 fixed connection.
Further, the sliding assembly 400 includes a sliding block 401, the sliding block 401 is disposed in the first groove 301, the sliding block 401 is connected with a telescopic column 402, the telescopic column 402 is sleeved with a first elastic piece 403, a sliding rail is disposed on the side wall of the first groove 301, and the sliding block 401 is slidably connected with the sliding rail.
Can make grafting piece 203a get into first recess 301 through setting up sliding assembly 400 in, when grafting piece 203a downstream, drive sliding block 401 downstream and then drive flexible post 402 downstream, the brake pads 302e of the second recess 302 of first recess 301 one side is oppressed to the direction removal of keeping away from trapezoidal piece 201 one side at the downward in-process of grafting piece 203a simultaneously, when joint groove 203b removes the position to second recess 302, under the elastic potential energy of second elastic component 302d, brake pads 302e can get into in the joint groove 203b, thereby can fix trapezoidal piece 201.
Preferably, the first wall 101 is further provided with a grouting hole 501, the grouting hole 501 is communicated with a grouting cylinder, and the grouting cylinder passes through and extends out of the first wall 101. Through design injected hole 501, after first wall body and the installation of second wall body are accomplished, pour into concrete cementation of fissures thick liquids into injected hole 501, concrete cementation of fissures thick liquids forms the cementation of fissures structure body through the seam crossing and the inside and solidification of a slip casting section of thick bamboo entering first wall body and second wall body, has strengthened the stability of being connected of first wall body and second wall body.
Further, the steel bar sleeve 103 of the first wall 101 is connected with the vertical steel bar 104a of the second wall 104.
The implementation mode is as follows: when the shear wall is assembled, the positioning piece 200 in the first wall 101 is inserted into the insertion groove 300 of the second wall 104, the inclined surface of the trapezoidal block 201 contacts with the inclined surface of the corresponding insertion groove 300, the insertion piece 203 on the trapezoidal block 201 is continuously inserted into the first groove 301, when the insertion block 203a enters the first groove 301, the brake block 302e on the sliding assembly 400 is pressed to move towards the direction away from one side of the trapezoidal block 201, at the moment, the second elastic piece 302d in the second groove 302 is compressed, when the brake block 302e abuts against the clamping groove 203b on the insertion block 203a, under the elastic force of the second elastic piece 302d, the brake block 302e enters the clamping groove 203b, so that the trapezoidal block 201 can be fixed, at the moment, concrete grouting slurry is poured into the grouting hole 501, and the concrete grouting slurry enters the joint and the interior of the first wall 101 and the second wall 104 through the grouting cylinder and is cured to form a grouting structure, and the fixed connection of the first wall 101 and the second wall 104 is completed.
In light of the foregoing, it will be apparent to those skilled in the art from this disclosure that various changes and modifications can be made without departing from the spirit and scope of the invention. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention. The technical scope of the present invention is not limited to the content of the specification, and must be determined according to the scope of the claims.
Claims (8)
1. The utility model provides an assembled shear force wall connection structure which characterized in that: the wall comprises a first wall body (101), first wall body (101) bottom is provided with setting element (200), setting element (200) both sides are provided with steel sleeve (103), first wall body (101) bottom is connected with second wall body (104), be provided with inserting groove (300) with setting element (200) position matching on second wall body (104), inserting groove (300) both sides are provided with vertical reinforcing bar (104 a), vertical reinforcing bar (104 a) correspond the coincidence with the position of steel sleeve (103).
2. The fabricated shear wall connection structure of claim 1, wherein: the positioning piece (200) is a trapezoidal block (201), and plug connectors (203) are arranged on two sides of the trapezoidal block (201).
3. The fabricated shear wall connection structure of claim 2, wherein: the plug connector (203) comprises a plug block (203 a), one end of the plug block (203 a) is arranged at the bottom of the first wall body (101), one end, far away from the first wall body (101), of the plug block (203 a) penetrates through the trapezoidal block (201), and a clamping groove (203 b) is formed in the plug block (203 a).
4. A fabricated shear wall connection structure according to any one of claims 1 to 3, wherein: a first groove (301) is formed in the insertion groove (300), the first groove (301) is matched with the bottom of the insertion block (203 a) in a superposition mode, and a sliding assembly (400) is arranged in the first groove (301).
5. The fabricated shear wall connection structure of claim 4, wherein: sliding assembly (400) includes sliding block (401), sliding block (401) set up in first recess (301), sliding block (401) are connected with flexible post (402), flexible post (402) cover is equipped with first elastic component (403), first recess (301) lateral wall is provided with the slide rail, sliding block (401) and slide rail sliding connection.
6. The fabricated shear wall connection structure of claim 5, wherein: first recess (301) one side is provided with second recess (302), be provided with diaphragm (302 a) in second recess (302), the both ends of diaphragm (302 a) all slide and have run through guide bar (302 b), the one end of guide bar (302 b) all is fixed with dog (302 c), it has second elastic component (302 d) to surround on guide bar (302 b), second elastic component (302 d) are connected with brake block (302 e).
7. The fabricated shear wall connection structure of claim 1, wherein: the first wall body (101) is further provided with a grouting hole (501), the grouting hole is communicated with a grouting barrel, and the grouting barrel penetrates through and extends out of the first wall body (101).
8. The fabricated shear wall connection structure of claim 1, wherein: the steel bar sleeve (103) of the first wall body (101) is connected with the vertical steel bar (104 a) of the second wall body (104).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220821736.5U CN217630625U (en) | 2022-04-11 | 2022-04-11 | Assembled shear force wall connection structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220821736.5U CN217630625U (en) | 2022-04-11 | 2022-04-11 | Assembled shear force wall connection structure |
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| CN217630625U true CN217630625U (en) | 2022-10-21 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202220821736.5U Active CN217630625U (en) | 2022-04-11 | 2022-04-11 | Assembled shear force wall connection structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115822128A (en) * | 2023-02-23 | 2023-03-21 | 成都建工第六建筑工程有限公司 | Assembly type wall body structure and construction method |
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- 2022-04-11 CN CN202220821736.5U patent/CN217630625U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115822128A (en) * | 2023-02-23 | 2023-03-21 | 成都建工第六建筑工程有限公司 | Assembly type wall body structure and construction method |
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