CN218714080U

CN218714080U - Prefabricated shear force wall of interior inclined that muscle is connected

Info

Publication number: CN218714080U
Application number: CN202222613225.7U
Authority: CN
Inventors: 李进
Original assignee: Nantong Xishi New Building Materials Technology Co ltd
Current assignee: Nantong Xishi New Building Materials Technology Co ltd
Priority date: 2022-09-30
Filing date: 2022-09-30
Publication date: 2023-03-24
Anticipated expiration: 2032-09-30

Abstract

The utility model relates to an interior inclined precast shear wall that muscle is connected, including the connecting block, the surface movable mounting of connecting block has the regulation structure, the bottom movable mounting of connecting block has shear force wall down, the top movable mounting of connecting block has last shear force wall, the inserting groove that quantity is two is all seted up with the bottom to the top of going up shear force wall and lower shear force wall. This prefabricated shear force wall of interior inclined that ring muscle is connected, through lining up the fixed block with the fixed slot, carry out parallel alignment with inserting groove and grafting piece simultaneously, thereby go into the fixed slot with the fixed block card, in inserting the grafting piece into inserting groove, then rotate through rotating the threaded rod, drive two regulating plates through the threaded rod and carry out relative motion or opposite movement, thereby drive movable sleeve and movable block and carry out relative motion, thereby compress the attenuator spring, drive two joint piece relative motion simultaneously, thereby the joint inslot is gone into to the card, fix the fixed block.

Description

Prefabricated shear force wall of interior inclined that muscle is connected

Technical Field

The utility model relates to a shear force wall technical field specifically is an interior inclined precast shear force wall that muscle is connected.

Background

Shear walls, also known as wind-resistant walls, earthquake-resistant walls or structural walls, are walls in houses or structures which mainly bear horizontal loads and vertical loads (gravity) caused by wind loads or earthquake action and prevent structural shearing (shearing) damage, are also known as earthquake-resistant walls and are generally made of reinforced concrete and are divided into plane shear walls and barrel shear walls, and the plane shear walls are used in reinforced concrete frame structures, riser structures and flat slab systems.

Through retrieval, the chinese patent No. CN202021846049.6 discloses a shear wall connection structure, which comprises a first shear wall, a second shear wall, a screw and a nut, wherein the first shear wall is provided with a first connection cavity, the second shear wall is provided with a second connection cavity, one end of the screw penetrates through the surface of the first shear wall and is embedded into the first connection cavity, and the other end of the screw penetrates through the surface of the second shear wall and is embedded into the second connection cavity; the connecting pieces are arranged on the opposite surfaces of the first shear wall and the second shear wall, and the opposite surfaces of the two connecting pieces are connected through the reinforcing pieces after being attached; the utility model discloses a shear force wall connection structure, location simple to operate stabilizes the concatenation to a shear force wall and No. two shear force walls through connecting piece and reinforcement to further consolidate through screw rod and nut, guaranteed the stability that a shear force wall and No. two shear force walls are connected, and make a shear force wall and No. two shear force walls can keep the persistence stable, prolong its life.

In the above case, the connection stability between adjacent prefabricated shear walls is poor, the stress performance of the joint connection position is insufficient, time is spent to realize accurate alignment between the steel bar and the corresponding sleeve, the installation speed is slow, and the installation efficiency is low.

SUMMERY OF THE UTILITY MODEL

Not enough to prior art, the utility model provides an interior inclined precast shear wall that muscle is connected possesses advantages such as easy to assemble and stability height, has solved traditional shear force wall poor stability and has installed inconvenient problem.

In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides an interior inclined precast shear wall that muscle is connected, includes the connecting block, the surface movable mounting of connecting block has the regulation structure, the bottom movable mounting of connecting block has shear wall down, the top movable mounting of connecting block has last shear wall, the inserting groove that quantity is two is all seted up to the top and the bottom of going up shear wall and lower shear wall, the top and the equal fixed mounting in bottom of going up shear wall and lower shear wall have a quantity to be two fixed blocks, eight the joint groove has all been seted up to the surface of fixed block.

The adjusting structure is including being located the inside threaded rod of connecting block, the surface threaded connection of threaded rod has the regulating plate that quantity is two, the fixed slot that quantity is two is all seted up to the top and the bottom of connecting block, the inside fixed mounting of connecting block has the function block that quantity is two, two the equal movable mounting in inside of function block has the movable sleeve, two the inside of function block is located the equal movable mounting in inside of movable sleeve has the movable block, two the surface and two of movable sleeve the equal fixed mounting in surface of movable block has the joint piece that extends to the function block surface, two the movable sleeve and two equal fixed mounting has the attenuator spring between the movable block.

And furthermore, the two movable sleeves and the movable blocks are movably connected, and the outer surfaces of the clamping blocks are matched with the inner wall of the clamping groove.

Furthermore, two the activity mouth that quantity is two is all seted up to the surface of function block, and the inner wall of activity mouth and the surface looks adaptation of regulating plate.

Further, two the regulating plate is fixed connection, two respectively in movable sleeve and movable block the opening with joint piece surface looks adaptation is all seted up to the left and right sides of function block.

Furthermore, the top and the bottom of the connecting block are fixedly provided with two inserting blocks, and the outer surfaces of the inserting blocks are matched with the outer surfaces of the inserting grooves.

Furthermore, the threaded rod is a bidirectional threaded rod, and the inner walls of the four fixing grooves are matched with the outer surfaces of the fixing blocks.

Compared with the prior art, the technical scheme of the application has the following beneficial effects:

this prefabricated shear force wall of interior inclined that ring muscle is connected, through lining up the fixed block with the fixed slot, carry out parallel alignment with inserting groove and grafting piece simultaneously, thereby go into the fixed slot with the fixed block card, in inserting into inserting groove the grafting piece, then rotate through rotating the threaded rod, drive two regulating plates through the threaded rod and carry out relative motion or opposite movement, thereby drive movable sleeve and movable block and carry out relative motion, thereby compress the attenuator spring, drive two joint piece relative motion simultaneously, thereby the card is gone into the joint inslot, fix the fixed block, thereby accomplish the installation, the connection installation of connecting block and last shear force wall and lower shear force wall has been realized, and very convenient and stable.

Drawings

FIG. 1 is a schematic structural view of the present invention;

FIG. 2 is a front sectional view of the adjusting structure of the present invention;

fig. 3 is a front sectional view of the functional block of the adjusting structure of the present invention.

In the figure: 1. connecting blocks; 2. an adjustment structure; 201. a threaded rod; 202. an adjusting plate; 203. fixing grooves; 204. a function block; 205. a movable sleeve; 206. a movable block; 207. a clamping block; 208. a damper spring; 3. a lower shear wall; 4. an upper shear wall; 5. inserting grooves; 6. a fixed block; 7. a clamping groove.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.

Referring to fig. 1-3, the inwardly inclined prefabricated shear wall connected by the annular ribs in the embodiment includes a connecting block 1, an adjusting structure 2 is movably mounted on an outer surface of the connecting block 1, a lower shear wall 3 is movably mounted at a bottom of the connecting block 1, an upper shear wall 4 is movably mounted at a top of the connecting block 1, two insertion grooves 5 are respectively formed at top and bottom of the upper shear wall 4 and the lower shear wall 3, two fixing blocks 6 are respectively fixedly mounted at top and bottom of the upper shear wall 4 and the lower shear wall 3, the fixing blocks 6 are aligned with the fixing grooves 203, the insertion grooves 5 are aligned with the insertion blocks in parallel, so that the fixing blocks 6 are clamped into the fixing grooves 203, and clamping grooves 7 are respectively formed on outer surfaces of the eight fixing blocks 6.

Adjusting structure 2 is including being located connecting block 1 inside threaded rod 201, the surface threaded connection of threaded rod 201 has quantity to be two regulating plate 202, it advances inserting groove 5 to peg graft the piece, then rotate through rotating threaded rod 201, it carries out relative motion or opposite movement to drive two regulating plate 202 through threaded rod 201, fixed slot 203 that quantity is two is all seted up to connecting block 1's top and bottom, connecting block 1's inside fixed mounting has quantity to be two function block 204, the equal movable mounting in inside of two function block 204 has movable sleeve 205, the inside equal movable mounting who is located movable sleeve 205 of two function block 204 has movable block 206, the surface of two movable sleeve 205 and the equal fixed mounting in surface of two movable block 206 have the joint piece 207 that extends to function block 204 surface, equal fixed mounting has attenuator spring 208 between two movable sleeve 205 and two movable block 206.

When the method is implemented, the method comprises the following steps:

1) Firstly, aligning the fixed block 6 with the fixed groove 203, and simultaneously aligning the insertion groove 5 with the insertion block in parallel, so that the fixed block 6 is clamped into the fixed groove 203;

2) Then, inserting the inserting block into the inserting groove 5, rotating by rotating the threaded rod 201, and driving the two adjusting plates 202 to move relatively or oppositely by the threaded rod 201;

3) Then the movable sleeve 205 and the movable block 206 are driven to move relatively, so that the damper spring 208 is compressed, and meanwhile the two clamping blocks 207 are driven to move relatively;

4) And finally, the connecting block is clamped into the clamping groove 7, so that the fixing block 6 is fixed, the installation is completed, and the connecting block 1, the upper shear wall 4 and the lower shear wall 3 are connected and installed.

To sum up, this interior inclined precast shear wall that ring muscle is connected, through lining up fixed block 6 and fixed slot 203, carry out parallel alignment with inserting groove 5 and grafting piece simultaneously, thereby go into fixed slot 203 with fixed block 6 card, insert the grafting piece into inserting groove 5, then rotate through rotating threaded rod 201, drive two regulating plates 202 through threaded rod 201 and carry out relative motion or opposite movement, thereby drive movable sleeve 205 and movable block 206 and carry out relative motion, thereby compress attenuator spring 208, drive two joint piece 207 relative motion simultaneously, thereby go into in the joint groove 7 card, thereby fix fixed block 6, thereby accomplish the installation, the connection installation of connecting block 1 with upper shear wall 4 and lower shear wall 3 has been realized, and it is very convenient stable.

It should be noted that, in this document, relational terms such as first and second, and the like are used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrases "comprising a," "8230," "8230," or "comprising" does not exclude the presence of additional like elements in a process, method, article, or apparatus that comprises the element.

Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims

1. The utility model provides an interior inclined precast shear wall that muscle is connected, includes connecting block (1), its characterized in that: the outer surface of each connecting block (1) is movably provided with an adjusting structure (2), the bottom of each connecting block (1) is movably provided with a lower shear wall (3), the top of each connecting block (1) is movably provided with an upper shear wall (4), the tops and the bottoms of the upper shear wall (4) and the lower shear wall (3) are respectively provided with two insertion grooves (5), the tops and the bottoms of the upper shear wall (4) and the lower shear wall (3) are respectively fixedly provided with two fixing blocks (6), and the outer surfaces of the eight fixing blocks (6) are respectively provided with a clamping groove (7);

adjust structure (2) including being located connecting block (1) inside threaded rod (201), the surface threaded connection of threaded rod (201) has quantity to be two regulating plate (202), fixed slot (203) that quantity is two are all seted up to the top and the bottom of connecting block (1), the inside fixed mounting of connecting block (1) has quantity to be two function block (204), two the equal movable mounting in inside of function block (204) has movable sleeve (205), two the equal movable mounting in inside that the inside of function block (204) is located movable sleeve (205) has movable block (206), two the surface and two of movable sleeve (205 the equal fixed mounting in surface of movable block (206) has joint piece (207) that extend to function block (204) surface, two movable sleeve (205) and two equal fixed mounting has attenuator spring (208) between movable block (206).

2. The inwardly-inclined prefabricated shear wall connected by the annular ribs as claimed in claim 1, wherein: two movable sleeve (205) and movable block (206) are swing joint, four the surface of joint piece (207) and the inner wall looks adaptation of joint groove (7).

3. The ring-rib-connected inner-inclined prefabricated shear wall according to claim 1, characterized in that: two movable openings are formed in the outer surface of each functional block (204), and the inner walls of the movable openings are matched with the outer surface of the adjusting plate (202).

4. The inwardly-inclined prefabricated shear wall connected by the annular ribs as claimed in claim 1, wherein: two regulating plate (202) are fixed connection in activity cover (205) and movable block (206) respectively, two the opening with joint piece (207) surface looks adaptation is all seted up to the left and right sides of function block (204).

5. The inwardly-inclined prefabricated shear wall connected by the annular ribs as claimed in claim 1, wherein: the top and the bottom of the connecting block (1) are fixedly provided with two inserting blocks, and the outer surfaces of the inserting blocks are matched with the outer surface of the inserting groove (5).

6. The inwardly-inclined prefabricated shear wall connected by the annular ribs as claimed in claim 1, wherein: the threaded rod (201) is a bidirectional threaded rod, and the inner walls of the four fixing grooves (203) are matched with the outer surface of the fixing block (6).