CN217399985U

CN217399985U - Assembled house shear wall structure

Info

Publication number: CN217399985U
Application number: CN202221128804.6U
Authority: CN
Inventors: 柏濮阳; 李吹; 金梦姣
Original assignee: Zhejiang Xinyu Construction Group Co ltd
Current assignee: Zhejiang Xinyu Construction Group Co ltd
Priority date: 2022-05-11
Filing date: 2022-05-11
Publication date: 2022-09-09
Anticipated expiration: 2032-05-11

Abstract

The application discloses assembled house shear force wall structure belongs to shear force wall technical field, including first shear force wall, the second shear force wall has been placed on the right side of first shear force wall, and two sets of support columns are installed to the right flank of first shear force wall, and the mounting panel is all installed to the right-hand member of every group support column, and two sets of joint holes have been seted up to the left surface of second shear force wall, and the equal joint in the inside in joint hole of every group mounting panel, first buffer spring is all installed to the interior diapire in every group joint hole. This assembled house shear wall structure, through being provided with first shear force wall, the second shear force wall, the support column, the mounting panel, the joint hole, first buffer spring, the baffle, the joint groove, the cooperation of second buffer spring and joint board, can make the more firm installation of this house shear wall structure, make more antidetonation of this shear force wall, thereby make and install the shear force wall and can not thoroughly destroy, play can be better taking precautions against earthquakes, reduce the building and collapse, threaten personal safety and loss of property's effect.

Description

Assembled house shear wall structure

Technical Field

The application belongs to the technical field of shear wall, especially relates to prefabricated building shear wall structure.

Background

The shear 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, and the shear wall is also called as an anti-seismic wall because the horizontal shear force to be resisted by a high-rise building is mainly caused by an earthquake.

In the process of implementing the application, the inventor finds that at least the following problems exist in the technology: the existing assembled house shear wall structure cannot resist earthquake well, and when an earthquake occurs, the assembled house shear wall is not firm, cannot buffer the shear force brought to the shear wall by the earthquake, and is easy to damage by earthquake force, so that a building collapses, the earthquake-resistant effect is poor, and personal danger and property loss are greatly caused.

For this reason, we propose a fabricated building shear wall structure that solves the above problems.

SUMMERY OF THE UTILITY MODEL

The purpose of this application is in order to solve among the prior art, can not better antidetonation, when the earthquake takes place, suffers earthquake power destruction easily for the building collapses, causes the problem of very big personal danger and loss of property, and the prefabricated building shear wall structure that provides.

In order to achieve the purpose, the following technical scheme is adopted in the application:

the assembled house shear wall structure comprises a first shear wall, a second shear wall is placed on the right side of the first shear wall, two groups of support columns are installed on the right side face of the first shear wall, a mounting plate is installed at the right end of each group of the support columns, two groups of clamping holes are formed in the left side face of the second shear wall, each group of the mounting plate is clamped in the clamping holes, a first buffer spring is installed on the inner bottom wall of each group of the clamping holes, a baffle is installed at the right end of each group of the first buffer spring, each group of the baffles is clamped in the clamping holes, the left side face of each group of the baffles is contacted with the right side face of the mounting plate, clamping grooves are formed in the right side face of the first shear wall and the left side face of the second shear wall, a second buffer spring is clamped in the clamping grooves, and a clamping plate is installed at the left end of the second buffer spring, the joint integrated circuit board connects in the inside in joint groove, one of them the interior diapire in joint groove and second buffer spring's right-hand member fixed connection.

Through setting up first buffer spring and second buffer spring, realized when first shear force wall and second shear force wall are connected, need not connect through the direct contact of internal connection post, make first shear force wall and second shear force wall when the earthquake, antidetonation that can be better.

Preferably, two groups of mounting holes are formed in the left side face of the first shear wall and the right side face of the second shear wall, and threaded holes are formed in the inner bottom wall of each group of mounting holes.

Through setting up mounting hole and screw hole, realized connecting first shear force wall and second shear force wall through the screw hole to place installation device through the mounting hole, thereby can make the connection of first shear force wall and second shear force wall more firm.

Preferably, the inside common joint of mounting hole has buffer bolt, every group buffer bolt's right-hand member all runs through two mounting holes and two screw holes in proper order and extends to the right side of second shear force wall.

Through setting up buffer bolt, realized that buffer bolt can make the firm connection of first shear force wall and second shear force wall together, when meetting the earthquake, this buffer bolt can cushion external impact force earlier, makes the connection that first shear force wall and second shear force wall are more firm together.

Preferably, the outer surface of each group of the buffer bolts is sleeved with a movable sliding ring, and the right side face of each group of the movable sliding rings is contacted with the inner bottom wall of the mounting hole.

Through setting up the removal sliding ring, realized removing the sliding ring and slided on the buffering bolt, can make the fastening force of buffering bolt not directly act on first shear force wall and second shear force wall to improve buffering bolt's life.

Preferably, a third buffer spring is installed on the right side face of each group of the movable sliding rings, the inner wall of each group of the third buffer springs is in contact with the outer surface of the buffer bolt, a fixed baffle ring is installed at the right end of each group of the third buffer springs, and the inner wall of each group of the fixed baffle ring is fixedly connected with the outer surface of the buffer bolt.

Through setting up third buffer spring and fixed fender ring, realized gliding third buffer spring on the buffering bolt, utilize fixed fender ring to block third buffer spring direct contact buffering bolt to can utilize third buffer spring to come better buffering external force.

Preferably, the bottom surface of the first shear wall and the bottom surface of the second shear wall are both provided with a fixing plate, and the upper surface of each fixing plate is provided with two fixing holes.

Through the arrangement of the fixing plate and the fixing holes, the first shear wall and the second shear wall are fixed by the fixing plate, and the fixing plate is fixed by the fixing holes.

Preferably, each group of the fixing holes are all connected with fixing bolts in a threaded manner, and the bottom ends of the fixing bolts penetrate through the fixing holes and extend to the lower side of the fixing plate.

Through setting up fixing bolt, realized fixing bolt and passed the fixed orifices and come to match the jogged joint who bores with the fixed orifices to make whole shear force wall can stabilize and fix in the position that needs.

Preferably, a stabilizing plate is mounted on the upper surface of each fixing plate, and the left side surface of the first shear wall and the right side surface of the second shear wall are fixedly connected with one side surface of the two stabilizing plates, which are close to each other, respectively.

Through setting up firm board, realized getting up first shear force wall and second shear force wall and fixed plate more fastened's being connected to make first shear force wall and second shear force wall can be more firm performance antidetonation effect.

To sum up, the technical effect and the advantage of this application: the shear wall structure of the prefabricated building can be more firmly installed through the matching of the first shear wall, the second shear wall, the supporting column, the installing plate, the clamping hole, the first buffer spring, the baffle plate, the clamping groove, the second buffer spring and the clamping plate, so that the shear wall is more shock-resistant, the problem of building collapse caused by insecure shear wall structure under the earthquake condition is solved, the supporting column is pushed into the clamping hole by utilizing the matching installation between the first shear wall and the second shear wall, the first buffer spring is pushed against the baffle plate to be contacted with the installing plate, so that the first buffer spring is installed and extruded to ensure that the buffer is connected between the first shear wall and the second shear wall, the clamping plate is clamped in the clamping groove, the second buffer spring is extruded by the installation, and the larger buffer is connected between the first shear wall and the second shear wall, when an earthquake occurs, a dislocation can be formed between the first shear wall and the second shear wall, and the first shear wall and the second shear wall can have a dislocation through the arrangement of the two buffer devices, but the first shear wall and the second shear wall are not directly disconnected, so that the installed shear walls cannot be completely damaged, better earthquake resistance is realized, and the effects of collapse of buildings, personal safety threat and property loss are reduced.

Drawings

Fig. 1 is a three-dimensional structure diagram of a fixing plate according to the present application;

FIG. 2 is a perspective structural view of a second shear wall according to the present application;

FIG. 3 is a schematic rear view perspective view of a first shear wall of the present application;

fig. 4 is a schematic three-dimensional structure diagram of the fixing bolt of the present application.

In the figure: 1. a first shear wall; 2. a second shear wall; 3. mounting holes; 4. a cushion bolt; 5. a fixing plate; 6. a stabilizing plate; 7. fixing the bolt; 8. a threaded hole; 9. a clamping hole; 10. a first buffer spring; 11. a baffle plate; 12. a fixing hole; 13. a second buffer spring; 14. a clamping and connecting plate; 15. a support pillar; 16. mounting a plate; 17. a clamping groove; 18. fixing the baffle ring; 19. a third buffer spring; 20. the slip ring is moved.

Detailed Description

The technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application, and it is obvious that the described embodiments are only a part of the embodiments of the present application, and not all of the embodiments.

Referring to fig. 1-2, assembled house shear wall structure, including first shear force wall 1, second shear force wall 2 has been placed on the right side of first shear force wall 1, two sets of mounting holes 3 have all been seted up to the left surface of first shear force wall 1 and the right flank of second shear force wall 2, threaded hole 8 has all been seted up to the interior diapire of every group mounting hole 3, can make first shear force wall 1 and second shear force wall 2 connect together through threaded hole 8, and place connecting device through mounting hole 3, thereby can make the connection of first shear force wall 1 and second shear force wall 2 more firm.

Referring to fig. 2-3, two sets of support columns 15 are installed to the right flank of first shear force wall 1, mounting panel 16 is all installed to the right-hand member of every group support column 15, two sets of joint holes 9 have been seted up to the left flank of second shear force wall 2, every group mounting panel 16 all joints in the inside of joint hole 9, the common joint in inside of two sets of mounting holes 3 has buffer bolt 4, the right-hand member of every group buffer bolt 4 all runs through two mounting holes 3 and two screw holes 8 in proper order and extends to the right side of second shear force wall 2, buffer bolt 4 can make the connection that first shear force wall 1 and second shear force wall 2 stabilize together, when meetting the earthquake, this buffer bolt 4 can cushion external impact force earlier, make the connection that first shear force wall 1 and second shear force wall 2 are more firm together.

Referring to fig. 2-4, first buffer spring 10 is all installed to the inner bottom wall of every group joint hole 9, baffle 11 is all installed to the right-hand member of every group first buffer spring 10, every group baffle 11 all joints in the inside of joint hole 9, the left surface of every group baffle 11 all contacts with the right flank of mounting panel 16, the surface of every group buffering bolt 4 has all cup jointed and has removed sliding ring 20, the right flank that every group removed sliding ring 20 all contacts with the inner bottom wall of mounting hole 3, remove sliding ring 20 and slide on buffering bolt 4, can make the fastening force of buffering bolt 4 not directly act on first shear force wall 1, play the effect that improves whole shear force wall life.

Referring to fig. 2-4, the joint groove 17 has all been seted up to the right flank of first shear force wall 1 and the left surface of second shear force wall 2, the common joint in inside of two joint grooves 17 has second buffer spring 13, third buffer spring 19 is installed to the right flank of every group removal sliding ring 20, the inner wall of every group third buffer spring 19 all contacts with the surface of buffer bolt 4, fixed fender ring 18 is installed to the right-hand member of every group third buffer spring 19, the inner wall of every group fixed fender ring 18 all is connected with the surface fixed of buffer bolt 4, gliding third buffer spring 19 can cushion the impact force on buffer bolt 4, and utilize fixed fender ring 18 to block third buffer spring 19 direct contact buffer bolt 4, thereby can be better utilize third buffer spring 19 to cushion external force.

Referring to fig. 1-2, a clamping plate 14 is installed at the left end of a second buffer spring 13, the clamping plate 14 is clamped inside a clamping groove 17, the inner bottom wall of one clamping groove 17 is fixedly connected with the right end of the second buffer spring 13, fixing plates 5 are installed on the bottom surface of a first shear wall 1 and the bottom surface of a second shear wall 2, two fixing holes 12 are formed in the upper surface of each fixing plate 5, the first shear wall 1 and the second shear wall 2 are fixed by the fixing plates 5, and the fixing plates 5 are fixed at required positions by connecting devices penetrating through the fixing holes 12.

Referring to fig. 1, the inside equal threaded connection of every group fixed orifices 12 has fixing bolt 7, and the bottom of every group fixing bolt 7 all runs through fixed orifices 12 and extends to the below of fixed plate 5, and fixing bolt 7 passes fixed orifices 12 and comes to match the jogged joint who bores with fixed orifices 12 to utilize fixing bolt 7 to fix first shear force wall 1 and second shear force wall 2, play and make whole shear force wall can stabilize the effect of fixing in needs position.

Referring to fig. 1, a stabilizing plate 6 is mounted on the upper surface of each fixing plate 5, the left side surface of the first shear wall 1 and the right side surface of the second shear wall 2 are fixedly connected with one side surface of the two stabilizing plates 6, which are close to each other, respectively, and the stabilizing plates 6 can connect the first shear wall 1 and the second shear wall 2 with the fixing plates 5 more tightly, so that the first shear wall 1 and the second shear wall 2 can exert a more stable anti-seismic effect.

The working principle is as follows: when the assembled house shear wall structure is used, the first shear wall 1 and the second shear wall 2 are aligned manually, so that the first shear wall 1 and the second shear wall 2 can be fixed at required positions by the fixing plate 5, the clamping plate 14 is clamped in the clamping groove 17 to enable the clamping plate 14 to extrude the second buffer spring 13, then the supporting column 15 pushes the baffle plate 11 in the clamping hole 9 against the mounting plate 16 to enable the first buffer spring 10 to be compressed, the first shear wall 1 and the second shear wall 2 can be connected together preliminarily, then the buffer bolt 4 penetrates through the threaded hole 8 manually to fix the first shear wall 1 and the second shear wall 2 by the buffer bolt 4, the movable sliding ring 20 extrudes the third buffer spring 19 to be compressed by continuously fastening the buffer bolt 4, and the first buffer spring 10 and the second buffer spring 13 in the first shear wall 1 and the second shear wall 2 are also compressed, until the first shear wall 1 and the second shear wall 2 are tightly connected together by using the buffer bolts 4, then the fixing plate 5 is manually placed on the horizontal ground, the fixing holes 12 are drilled in alignment, the fixing bolts 7 are manually twisted to install the fixing plate 5 at a required position, and the fixing plate 6 is fixed to install the first shear wall 1 and the second shear wall 2 at the required position, so that the shear walls can be stably fixed at the required position.

The above description is only for the preferred embodiments of the present application, but the scope of the present application is not limited thereto, and any person skilled in the art should be considered to be within the scope of the present application, and all equivalent substitutions and changes according to the technical solutions and the inventive concepts of the present application should be covered by the scope of the present application.

Claims

1. Assembled house shear wall structure, including first shear force wall (1), its characterized in that, second shear force wall (2) have been placed on the right side of first shear force wall (1), two sets of support column (15) are installed to the right flank of first shear force wall (1), every group mounting panel (16) are all installed to the right-hand member of support column (15), two sets of joint hole (9) have been seted up to the left surface of second shear force wall (2), every group mounting panel (16) all joint in the inside of joint hole (9), first buffer spring (10) are all installed to the inner bottom wall of every group joint hole (9), baffle (11) are all installed to the right-hand member of every group first buffer spring (10), every group baffle (11) all joint in the inside of joint hole (9), every group the left flank of baffle (11) all contacts with the right flank of mounting panel (16), joint groove (17), two have all been seted up to the right flank of first shear force wall (1) and the left surface of second shear force wall (2) the joint is common to the inside joint in joint groove (17) has second buffer spring (13), joint board (14) are installed to the left end of second buffer spring (13), joint board (14) joint in the inside in joint groove (17), one of them the interior diapire in joint groove (17) and the right-hand member fixed connection of second buffer spring (13).

2. The shear wall structure of an assembled house according to claim 1, wherein two sets of mounting holes (3) are formed in the left side surface of the first shear wall (1) and the right side surface of the second shear wall (2), and a threaded hole (8) is formed in the inner bottom wall of each set of mounting holes (3).

3. The fabricated building shear wall structure according to claim 2, wherein the two sets of mounting holes (3) are clamped with buffer bolts (4) together, and the right end of each set of buffer bolts (4) sequentially penetrates through the two mounting holes (3) and the two threaded holes (8) and extends to the right side of the second shear wall (2).

4. The shear wall structure of prefabricated houses as claimed in claim 3, wherein the outer surface of each group of said buffer bolts (4) is sleeved with a moving slip ring (20), and the right side surface of each group of said moving slip rings (20) is in contact with the inner bottom wall of the mounting hole (3).

5. The shear wall structure of an assembled house according to claim 4, wherein a third buffer spring (19) is installed on the right side face of each group of the movable sliding rings (20), the inner wall of each group of the third buffer springs (19) is in contact with the outer surface of a buffer bolt (4), a fixed baffle ring (18) is installed at the right end of each group of the third buffer springs (19), and the inner wall of each group of the fixed baffle rings (18) is fixedly connected with the outer surface of the buffer bolt (4).

6. The shear wall structure of an assembled house according to claim 1, wherein fixing plates (5) are mounted on the bottom surfaces of the first shear wall (1) and the second shear wall (2), and two fixing holes (12) are formed in the upper surface of each fixing plate (5).

7. The shear wall structure of an assembled house according to claim 6, wherein the fixing bolts (7) are screwed into the inside of each group of the fixing holes (12), and the bottom ends of each group of the fixing bolts (7) penetrate through the fixing holes (12) and extend to the lower side of the fixing plate (5).

8. The shear wall structure of an assembled house according to claim 6, wherein a stabilizing plate (6) is mounted on the upper surface of each fixing plate (5), and the left side surface of the first shear wall (1) and the right side surface of the second shear wall (2) are fixedly connected with one side surface of the two stabilizing plates (6) which are close to each other respectively.