CN217871172U

CN217871172U - High-durability shear wall structure

Info

Publication number: CN217871172U
Application number: CN202222279944.XU
Authority: CN
Inventors: 郑旭明; 林俊华; 庄楚旋
Original assignee: Guangdong Qianxing Construction Engineering Co ltd
Current assignee: Guangdong Qianxing Construction Engineering Co ltd
Priority date: 2022-08-24
Filing date: 2022-08-24
Publication date: 2022-11-22
Anticipated expiration: 2032-08-24

Abstract

The application relates to a high-durability shear wall structure, which belongs to the technical field of shear walls and comprises two first wall boards, two second wall boards and a shear assembly, wherein the two first wall boards are arranged in parallel; two second wall plates are arranged and detachably connected to two ends of the two first wall plates along the vertical direction; the shear assembly is disposed between the two first wall panels. The staff has installed first wallboard, the second wallboard and the subassembly that shears after, with the space that first wallboard of concrete pouring and second wallboard enclose, two first wallboards and two second wallboard cooperations, effectively reduce the concrete in first wallboard and the second wallboard and receive the heating installation, the long-term influence of gases such as moisture is and is corroded ageing, the life of improvement shear force wall, and the subassembly that shears supports in inside for first wallboard and the second wallboard that installs, the ability and the stability of shearing of reinforcing shear force wall.

Description

High-durability shear wall structure

Technical Field

The application relates to the technical field of shear walls, in particular to a high-durability shear wall structure.

Background

Shear walls, also known as wind-resistant walls, earthquake-resistant walls or structural walls, are walls mainly used for bearing horizontal loads caused by wind loads or earthquake action, can effectively prevent building structures from being damaged by shearing, and can be divided into steel plate shear walls, reinforced concrete shear walls and reinforced block shear walls according to structural materials.

At present, most of common shear wall structures are reinforced concrete shear walls, and concrete is formed by mixing portland cement, filling aggregate, water, an auxiliary agent and the like and then performing hydration pouring, so that the reinforced concrete shear walls are easy to corrode and further age under the long-term influence of gases such as heating air, moisture and the like, and the service life of the shear walls is influenced.

SUMMERY OF THE UTILITY MODEL

In order to prolong the service life of the shear wall, the application provides a high-durability shear wall structure.

The application provides a high durability shear wall structure adopts following technical scheme:

a high-durability shear-resistant wall structure comprises two first wall plates, two second wall plates and a shear-resistant assembly, wherein the two first wall plates are arranged in parallel; two second wallboards are arranged, and the two second wallboards are detachably connected to two ends of the two first wallboards respectively along the vertical direction; the shear assembly is arranged between the two first wall boards and is used for supporting the installed first wall boards and the second wall boards inside.

Through adopting above-mentioned technical scheme, the staff has installed first wallboard, the second wallboard and the subassembly that shears after, with concrete pouring first wallboard and the space that the second wallboard encloses, two first wallboards and two second wallboard cooperations, effectively reduce the concrete in first wallboard and the second wallboard and receive the heating installation, the long-term influence of gases such as moisture is by corrosion aging, improve the life of shear force wall, and the subassembly that shears supports in inside for first wallboard and the second wallboard that installs, strengthen shear force wall's shear resistance and stability.

Optionally, the shear assembly includes a plurality of connecting plates and a plurality of shear plates, the connecting plates are arranged on the inner surface of the first wall plate at intervals, an accommodating groove is formed in the connecting plates along the length direction of the connecting plates, the upper end of the accommodating groove is open, the lower end of the accommodating groove is sealed, a through hole is formed in one side of the connecting plates, which is far away from the first wall plate, one end of the through hole is communicated with the accommodating groove, the other end of the through hole is communicated with the outside, and the cross section formed by the through hole and the accommodating groove is in a T shape; the shear resisting plates are provided with a plurality of connecting plates corresponding to the connecting plates, the shear resisting plates are horizontally arranged between the two first wallboards, clamping blocks are arranged at two ends of each shear resisting plate, and the clamping blocks are clamped in the accommodating grooves and the through holes and abutted against the inner walls of the accommodating grooves.

Through adopting above-mentioned technical scheme, after the staff installed first wallboard, with the shear resistant board remove to the upper end opening part of first wallboard and second wallboard, treat that the cross sectional shape that joint piece and through-hole and holding tank formed is the cell body of T shape when just right, in the cell body that the cross sectional shape that forms is T shape with the joint piece difference joint to the through-hole with the holding tank at shear resistant board both ends, the shear resistant board is vertical downward slip to the diapire of holding tank under the action of gravity, accomplish the installation of shear resistant board, effectively strengthen the shear force wall at the support of horizontal direction and shear force wall's stable in structure, and then increase the effect that shears of shear force wall.

Optionally, a limiting assembly is arranged on the side wall of the accommodating groove, and the limiting assembly is used for limiting the clamping block in the accommodating groove and the through hole; the limiting assembly comprises a fixing block and a spring, a clamping groove is formed in the side wall of the accommodating groove, the spring is arranged in the clamping groove, one end of the spring is connected with the bottom wall of the clamping groove, and the other end of the spring is connected with the fixing block; when the spring is in a natural state, one part of the fixing block is positioned in the clamping groove, and the other part of the fixing block is positioned in the accommodating groove.

Through adopting above-mentioned technical scheme, the fixed block restricts the joint piece in the space that the diapire of fixed block and holding tank formed, and then fixes the shear-resistant board, and when the staff pour the concrete in the space that first wallboard and second wallboard enclose, the fixed block effectively prevented the shear-resistant board and shifted under the extrusion of concrete, influences the supporting effect of shear-resistant board to first wallboard and second wallboard.

Optionally, one end of the fixing block, which is far away from the spring, is provided with an upward-inclined sliding extrusion surface.

Through adopting above-mentioned technical scheme, the joint piece is vertical downward slip in the cell body of T shape for the cross-sectional shape that the through-hole formed with the holding tank formation under the action of gravity of shear resistant board, when the upward slope slip extrusion face butt on joint piece and the fixed block, joint piece extrusion fixed block, thereby order about the spring compression, the fixed block slides to the joint inslot, when the joint piece slides to the diapire of holding tank, the fixed block is to the one end removal of keeping away from the spring under the effect of spring elasticity, make partly of fixed block be in the joint inslot, another part is in the holding tank, and then realize the fixed of counterboring cut board, the fixed shear resistant board of staff is convenient.

Optionally, a reinforcing plate is horizontally arranged on the shear resistant plate, the reinforcing plate and the shear resistant plate are perpendicular to each other in the horizontal direction, a limiting groove is formed in the plate surface of the shear resistant plate, and the reinforcing plate is placed in the limiting groove and is parallel to the first wallboard.

By adopting the technical scheme, the reinforcing plate connects the plurality of shear resisting plates into a whole, and when the shear wall is subjected to shearing force, the plurality of shear resisting plates can resist the shearing force in a synergic manner, so that the shearing resistance of the shear wall is effectively improved.

Optionally, a fixing rod is arranged on the reinforcing plate, one end of the fixing rod is connected with the reinforcing plate, and the other end of the fixing rod is connected with the shear-resisting plate.

Through adopting above-mentioned technical scheme, the dead lever slant is installed between reinforcing plate and the shear resisting board, strengthens the steadiness of reinforcing plate and shear resisting board, and the dead lever of slant installation further strengthens the shear capacity of shear wall.

Optionally, an adjusting assembly is arranged on the first wall plate, and the adjusting assembly is used for adjusting a linear distance between the two first wall plates; the adjusting assembly comprises a bidirectional screw and a rotating block, a first threaded hole and a second threaded hole are respectively formed in the side walls, close to each other, of the two first wallboards, and threads in the first threaded hole and the second threaded hole are arranged in a reverse direction; the two sections of threads on the bidirectional screw are reversely arranged, two ends of the bidirectional screw are respectively in threaded connection with the first threaded hole and the second threaded hole, and the rotating block is arranged on the bidirectional screw.

Through adopting above-mentioned technical scheme, when the staff hoists first wallboard through equipment such as tower cranes, because the precision of hoist and mount is limited, hoist and mount are accomplished the rotatory turning block of back staff, the turning block drives two-way screw rod and rotates, two-way screw rod rotates and drives two first wallboards and be close to each other or keep away from, and then realize the distance adjustment to between two first wallboards, it is convenient that the staff adjusts first wallboard, and two-way screw rod improves the connection stability of two first wallboards of adjusting, the follow-up construction of the staff of being convenient for.

Optionally, two all just to having seted up the fixed slot on the face that first wallboard was just right, the second wallboard joint is in the fixed slot.

Through adopting above-mentioned technical scheme, the fixed slot joint that the second wallboard was seted up through first wallboard is between two first wallboards, when the one end of shear force wall need extend for stand or shear force wall, can dismantle the second wallboard, carries out follow-up construction, and it is convenient that the staff dismantles the second wallboard.

In summary, the present application includes at least one of the following beneficial technical effects:

1. after the first wallboard, the second wallboard and the shearing resistant assembly are installed by a worker, concrete is poured into a space defined by the first wallboard and the second wallboard, the two first wallboards are matched with the two second wallboards, the corrosion and the aging of the concrete in the first wallboard and the second wallboard due to the long-term influence of gases such as heating air, moisture and the like are effectively reduced, the service life of the shearing wall is prolonged, the shearing resistant assembly supports the installed first wallboard and the installed second wallboard inside, and the shearing resistant capability and the stability of the shearing wall are enhanced;

2. after a worker installs the first wallboard, the shear resistant plate is moved to the upper end openings of the first wallboard and the second wallboard, when the clamping blocks are opposite to the groove body with the T-shaped cross section formed by the through hole and the accommodating groove, the clamping blocks at two ends of the shear resistant plate are respectively clamped into the groove body with the T-shaped cross section formed by the through hole and the accommodating groove, the shear resistant plate vertically slides downwards to the bottom wall of the accommodating groove under the action of gravity, the installation of the shear resistant plate is completed, the support of the shear wall in the horizontal direction is effectively enhanced, the structure of the shear wall is stable, and the shear resistant effect of the shear wall is further improved;

3. when the staff hoisted first wallboard through equipment such as tower crane, because the precision of hoist and mount was limited, hoist and mount and accomplish the rotatory turning block of back staff, the turning block drove two-way screw rod and rotates, and two-way screw rod rotate and drive two first wallboards and be close to each other or keep away from, and then realize the adjustment to two first wallboards, and it is convenient that the staff adjusts first wallboard.

Drawings

Fig. 1 is a schematic structural diagram of the entire high-durability shear wall structure according to the embodiment of the present application.

Fig. 2 is a schematic view of a connection structure between a connection plate and a shear-resistant plate according to an embodiment of the present application (a portion of the receiving groove and the connection plate near one side of the through hole is hidden in the figure).

Fig. 3 is an enlarged schematic view of a portion a in fig. 2.

Reference numerals: 1. a first wall panel; 11. a first threaded hole; 12. a second threaded hole; 13. a fixing groove; 2. a second wall panel; 3. a shear assembly; 31. a connecting plate; 311. accommodating grooves; 3111. a clamping groove; 312. a through hole; 32. shearing resisting plates; 321. a limiting groove; 4. a clamping block; 5. a limiting component; 51. a fixed block; 52. a spring; 6. a reinforcing plate; 7. a fixing rod; 8. an adjustment assembly; 81. a bidirectional screw; 82. and (6) rotating the block.

Detailed Description

The present application is described in further detail below with reference to figures 1-3.

The embodiment of the application discloses a high-durability shear wall structure.

Referring to fig. 1, the high-durability shear wall structure integrally comprises a first wall plate 1, a second wall plate 2 and a shear assembly 3, wherein two first wall plates 1 are installed, and the two first wall plates 1 are installed in parallel; two second wall plates 2 are arranged, and the two second wall plates 2 are detachably connected to two ends of the two first wall plates 1 respectively along the vertical direction; the shear assembly 3 is installed between the two first wall panels 1, and the shear assembly 3 is used for supporting the installed first wall panels 1 and the second wall panels 2 inside.

In this embodiment, the first wall panel 1 and the second wall panel 2 are both rectangular steel panels.

After the first wallboard 1, the second wallboard 2 and the shear resistant assembly 3 are installed by workers, concrete is poured into a space defined by the first wallboard 1 and the second wallboard 2; in the pouring process, the shear assembly 3 keeps the stability of the shear wall body; after pouring, the two first wallboards 1 are matched with the two second wallboards 2, so that the concrete in the first wallboards 1 and the second wallboards 2 is effectively prevented from being corroded and aged due to long-term influence of gases such as warm air and moisture, the service life of the shear wall is prolonged, and the shear resistance of the shear wall is enhanced by the shear resistant component 3.

Referring to fig. 1, an adjusting assembly 8 is arranged on first wall boards 1, the adjusting assembly 8 comprises a bidirectional screw 81 and a rotating block 82, two side walls of the first wall boards 1, which are close to each other, are respectively provided with a first threaded hole 11 and a second threaded hole 12, and threads in the first threaded hole 11 and the second threaded hole 12 are arranged in opposite directions; two sections of threads on the bidirectional screw 81 are arranged in a reverse direction, two ends of the bidirectional screw 81 are respectively in threaded connection with the first threaded hole 11 and the second threaded hole 12, the rotating block 82 is installed on the bidirectional screw 81, and in the embodiment, the rotating block 82 is a regular-hexagon iron block; still install the extensible member between first wallboard 1 and the second wallboard 2, the extensible member includes rectangle pole and telescopic link, rectangle pole fixed mounting on the inside wall of a first wallboard 1, telescopic link fixed mounting on the inside wall of another first wallboard 1, the shape of rectangle pole is the rectangle and sets up the sliding tray that cross-sectional shape is the rectangle, and the shape of telescopic link also is the rectangle, telescopic link sliding connection is in the sliding tray.

When an operator hoists the first wall boards 1 through equipment such as a tower crane and a crane, the hoisting precision is limited, the distance between the two first wall boards 1 after hoisting is finished needs to be adjusted according to the construction site conditions, the operator can rotate the rotating block 82 through a wrench or other tools, the rotating block 82 drives the bidirectional screw 81 to rotate, the bidirectional screw 81 rotates to drive the two first wall boards 1 to approach or separate from each other, the distance between the two first wall boards 1 is adjusted, and the operator can conveniently adjust the first wall boards 1; in the moving process of the two first wall boards 1, the telescopic rods slide in the sliding grooves, and the telescopic rods and the sliding grooves are rectangular, so that the two first wall boards 1 can be limited to move only in the horizontal direction; and two-way screw 81 improves the connection stability of two first wallboards 1 that adjust, the staff follow-up construction of being convenient for.

Referring to fig. 1 and 2, the shear assembly 3 includes three connecting plates 31 and shear plates 32, in this embodiment, three connecting plates 31 are installed, the three connecting plates 31 are installed on the inner plate surface of the first wall panel 1 at intervals, an accommodating groove 311 is formed in the connecting plate 31 along the length direction of the connecting plate 31, the upper end of the accommodating groove 311 is open, the lower end of the accommodating groove 311 is sealed, a through hole 312 is formed in one side of the connecting plate 31 away from the first wall panel 1, one end of the through hole 312 is communicated with the accommodating groove 311, the other end of the through hole is communicated with the outside, and the cross-sectional shape formed by the through hole 312 and the accommodating groove 311 is T-shaped; the three shear resisting plates 32 are installed and correspond to the three connecting plates 31, the shear resisting plates 32 are horizontally installed between the two first wallboards 1, the clamping blocks 4 are installed at two ends of the shear resisting plates 32, the clamping blocks 4 are clamped in the accommodating grooves 311 and the through holes 312 and abut against the inner walls of the accommodating grooves 311, in the embodiment, the shear resisting plates 32 are steel cuboid plates, and the clamping blocks 4 are steel T-shaped blocks with T-shaped sections.

After the worker installs the first wallboard 1, the shear resisting plate 32 is moved to the upper end openings of the first wallboard 1 and the second wallboard 2, when the groove bodies with the T-shaped cross sections formed by the clamping blocks 4, the through holes 312 and the accommodating grooves 311 are opposite, the clamping blocks 4 at the two ends of the shear resisting plate 32 are respectively clamped in the groove bodies with the T-shaped cross sections formed by the through holes 312 and the accommodating grooves 311, the shear resisting plate 32 vertically slides downwards to the bottom wall of the accommodating grooves 311 under the action of gravity, the installation of the shear resisting plate 32 is completed, the support of the shear wall in the horizontal direction and the structural stability of the shear wall are effectively enhanced, and the shear resisting effect of the shear wall is further increased.

Referring to fig. 2 and 3, the side wall of the accommodating groove 311 is provided with a limiting assembly 5, the limiting assembly 5 includes a fixing block 51 and a spring 52, the side wall of the accommodating groove 311 is provided with a clamping groove 3111, the spring 52 is installed in the clamping groove 3111, one end of the spring 52 is connected with the bottom wall of the clamping groove 3111, the other end of the spring is connected with the fixing block 51, and one end of the fixing block 51, which is far away from the spring 52, is provided with an upward-inclined sliding extrusion surface.

The clamping block 4 vertically slides downwards in a groove body which is formed by the through hole 312 and the accommodating groove 311 and has a T-shaped cross section under the action of the gravity of the shear resisting plate 32, when the clamping block 4 is abutted to an upward sliding extrusion surface on the fixing block 51, the clamping block 4 extrudes the fixing block 51, so that the spring 52 is driven to compress, and the fixing block 51 slides into the clamping groove 3111; when the clamping block 4 slides to the bottom wall of the accommodating groove 311, the fixed block 51 moves towards one end far away from the spring 52 under the action of the elastic force of the spring 52, so that one part of the fixed block 51 is positioned in the clamping groove 3111, the other part of the fixed block 51 is positioned in the accommodating groove 311, the clamping block 4 is limited in a space formed by the fixed block 51 and the bottom wall of the accommodating groove 311, and the shear-resistant plate 32 is fixed; when a worker pours concrete into a space defined by the first wallboard 1 and the second wallboard 2, the fixing block 51 effectively prevents the shear-resistant plate 32 from displacing under the extrusion of the concrete, and influences the supporting effect of the shear-resistant plate 32 on the first wallboard 1 and the second wallboard 2.

Referring to fig. 1, a reinforcing plate 6 is horizontally mounted on the shear resistant plate 32, the reinforcing plate 6 and the shear resistant plate 32 are perpendicular to each other in the horizontal direction, a limiting groove 321 is formed in the plate surface of the shear resistant plate 32, and the reinforcing plate 6 is placed in the limiting groove 321 and is parallel to the first wall plate 1; the reinforcing plate 6 is provided with a fixing rod 7, one end of the fixing rod 7 is connected with the reinforcing plate 6, and the other end is connected with the shear-resistant plate 32, in this embodiment, the reinforcing plate 6 and the fixing rod 7 are both rectangular steel plates.

The reinforcing plate 6 connects the three shear resisting plates 32 into a whole, the fixing rod 7 is obliquely arranged between the reinforcing plate 6 and the shear resisting plates 32, when the shear wall is subjected to a shear force, the three shear resisting plates 32 connected into a whole can resist the shear force in a synergic manner, and the obliquely arranged fixing rod 7 enhances the connection stability of the reinforcing plate 6 and the shear resisting plates 32 and effectively increases the shear capacity of the shear wall.

Referring to fig. 1, all just to having seted up fixed slot 13 on two 1 looks just right faces of first wallboard, and 2 joints of second wallboard are in fixed slot 13. The second wallboard 2 is clamped between the two first wallboards 1 through fixing grooves 13 formed in the first wallboards 1, when one end of the shear wall is an upright post or the shear wall needs to extend, the second wallboard 2 can be disassembled, and the shear wall can be communicated with the upright post or an adjacent shear wall after the disassembly is completed, so that the integral stability of the structure is enhanced; and when the staff dismantles the second wallboard 2, only need to lift the second wall body vertically upwards, alright accomplish the dismantlement of second wallboard 2, and the staff ann tears second wallboard 2 open conveniently.

The implementation principle of the high-durability shear wall structure in the embodiment of the application is as follows: firstly, hoisting two first wallboards 1 to a construction working face to be installed by a worker through hoisting equipment, then rotating a rotating block 82 through a wrench or other tools, wherein the rotating block 82 drives a bidirectional screw 81 to rotate, the bidirectional screw 81 rotates to drive the two first wallboards 1 to approach or separate from each other, and when the distance between the two first wallboards 1 is consistent with the designed distance, the two first wallboards 1 are adjusted; then, the worker slides the two second wallboards 2 along the fixing grooves 13 to abut against the construction operation surface, and the installation of the two second wallboards 2 is completed; when the worker moves the shear resisting plate 32 to enable the clamping blocks 4 to be opposite to a groove body with a T-shaped cross section formed by the through hole 312 and the accommodating groove 311, the clamping blocks 4 at the two ends of the shear resisting plate 32 are respectively clamped into the groove body with the T-shaped cross section formed by the through hole 312 and the accommodating groove 311, the shear resisting plate 32 vertically slides downwards under the action of gravity, and when the clamping blocks 4 are abutted to the upward-inclined sliding extrusion surfaces on the fixing block 51, the clamping blocks 4 extrude the fixing block 51, so that the spring 52 is driven to be compressed, and the fixing block 51 slides into the clamping groove 3111; when the clamping block 4 slides to the bottom wall of the accommodating groove 311, the fixing block 51 moves towards one end far away from the spring 52 under the elastic force of the spring 52, so that one part of the fixing block 51 is positioned in the clamping groove 3111, the other part is positioned in the accommodating groove 311, and the shear-resisting plate 32 is fixed; and finally, pouring concrete into the space enclosed by the two first wallboards 1 and the two second wallboards 2 by workers to complete the construction of the shear wall structure.

The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims

1. A high durability shear wall structure which characterized in that: the anti-shear wall comprises two first wall boards (1), two second wall boards (2) and a shear assembly (3), wherein the two first wall boards (1) are arranged in parallel; two second wall plates (2) are arranged, and the two second wall plates (2) are detachably connected to two ends of the two first wall plates (1) respectively in the vertical direction; the shear assembly (3) is arranged between the two first wall boards (1), and the shear assembly (3) is used for supporting the installed first wall boards (1) and the second wall boards (2) inside.

2. A high durability shear wall structure as defined in claim 1, wherein: the shear assembly (3) comprises connecting plates (31) and shear resisting plates (32), wherein the connecting plates (31) are provided with a plurality of connecting plates (31), the connecting plates (31) are arranged on the inner plate surface of the first wallboard (1) at intervals, accommodating grooves (311) are formed in the connecting plates (31) along the length direction of the connecting plates (31), the upper ends of the accommodating grooves (311) are open, the lower ends of the accommodating grooves are sealed, one sides, far away from the first wallboard (1), of the connecting plates (31) are provided with through holes (312), one ends of the through holes (312) are communicated with the accommodating grooves (311), the other ends of the through holes (312) are communicated with the outside, and the cross section formed by the through holes (312) and the accommodating grooves (311) is T-shaped; the anti-shearing plate (32) is provided with a plurality of and is corresponding to a plurality of connecting plate (31), anti-shearing plate (32) level sets up between two first wallboard (1), just the both ends of anti-shearing plate (32) all are provided with joint piece (4), joint piece (4) joint is in holding tank (311) and through-hole (312) and with the inner wall looks butt of holding tank (311).

3. A high durability shear wall construction according to claim 2 wherein: the side wall of the accommodating groove (311) is provided with a limiting component (5), and the limiting component (5) is used for limiting the clamping block (4) in the accommodating groove (311) and the through hole (312); the limiting assembly (5) comprises a fixing block (51) and a spring (52), a clamping groove (3111) is formed in the side wall of the accommodating groove (311), the spring (52) is arranged in the clamping groove (3111), one end of the spring (52) is connected with the bottom wall of the clamping groove (3111), and the other end of the spring is connected with the fixing block (51); when the spring (52) is in a natural state, one part of the fixing block (51) is positioned in the clamping groove (3111), and the other part of the fixing block is positioned in the accommodating groove (311).

4. A high durability shear wall structure as defined in claim 3, wherein: and an upward-inclined sliding extrusion surface is arranged at one end of the fixed block (51) far away from the spring (52).

5. A high durability shear wall construction according to claim 2 wherein: the reinforcing plate (6) is horizontally arranged on the shear resisting plate (32), the reinforcing plate (6) and the shear resisting plate (32) are perpendicular to each other in the horizontal direction, a limiting groove (321) is formed in the surface of the shear resisting plate (32), and the reinforcing plate (6) is placed in the limiting groove (321) and is parallel to the first wallboard (1).

6. A high durability shear wall construction according to claim 5 wherein: the reinforcing plate (6) is provided with a fixing rod (7), one end of the fixing rod (7) is connected with the reinforcing plate (6), and the other end of the fixing rod is connected with the shear-resisting plate (32).

7. A high durability shear wall structure as defined in claim 1, wherein: the first wall plates (1) are provided with adjusting assemblies (8), and the adjusting assemblies (8) are used for adjusting the linear distance between the two first wall plates (1); the adjusting assembly (8) comprises a bidirectional screw rod (81) and a rotating block (82), the side walls, close to each other, of the two first wall boards (1) are respectively provided with a first threaded hole (11) and a second threaded hole (12), and threads in the first threaded hole (11) and the second threaded hole (12) are arranged in a reverse direction; two sections of threads on the bidirectional screw (81) are arranged in opposite directions, two ends of the bidirectional screw (81) are respectively in threaded connection with the first threaded hole (11) and the second threaded hole (12), and the rotating block (82) is arranged on the bidirectional screw (81).

8. A high durability shear wall structure as defined in claim 1, wherein: two all just to having seted up fixed slot (13) on the face that first wallboard (1) just right mutually, second wallboard (2) joint is in fixed slot (13).