Fabricated wall anti-seismic mechanism

Abstract

The invention belongs to the technical field of wall seismic resistance, and particularly discloses a fabricated wall seismic resistance mechanism which comprises a wall seismic resistance structure used for connecting a wall and a laminate. A laminate anti-seismic groove matched with the wall anti-seismic structure is formed in the laminate; wall body anti-seismic grooves matched with the wall body anti-seismic structures are formed in the two ends of the wall body; the wall anti-seismic structure comprises wall anti-seismic devices which are symmetrically arranged in the wall anti-seismic grooves and matched with the laminate anti-seismic grooves, and the wall anti-seismic devices are connected through anti-seismic buffers; the wall body and the laminate are connected through the wall body anti-seismic structure, the wall body anti-seismic structure is used for absorbing, dispersing and weakening vibration impact force borne by the wall body when the fabricated building is impacted by natural disasters such as earthquakes and typhoons, so that hard contact between the wall body and the laminate is avoided, and the probability that the wall body breaks, shifts, twists, falls and the like is reduced; the stability and the natural disaster resistance of the wall body are improved, the damage to personnel caused by wall body breakage and the like is prevented, and the use safety of the fabricated wall body is improved.

Description

Technical Field

[0001] The invention belongs to the technical field of wall earthquake resistance, and in particular relates to an assembled wall earthquake resistance mechanism. Background Art

[0002] Prefabricated walls are usually composed of wall panels and installed between the layer boards between the layers of the prefabricated building frame structure. Since prefabricated walls are mostly non-load-bearing walls, the walls composed of wall panels are usually directly fixed between the layer boards. When the prefabricated building is hit by natural disasters such as earthquakes and typhoons, the prefabricated building will shake, and the walls fixed between the layer boards are prone to breakage, displacement, distortion, falling, collapse and other problems, which will cause serious harm to people inside and outside the prefabricated building.

[0003] The Chinese patent with the authorization announcement number CN115434446B discloses an integrated sandwich insulation and earthquake-resistant structure for an exterior wall, including a load-bearing mechanism, the main body of which is a frame-shaped structure with a hollow interior. In the invention, due to the provision of a keel mechanism, the earthquake-resistant component is connected to the support component in the keel mechanism through a pump pressure component, and then when the support component installed on the front side of the support component is squeezed or vibrated, the oil force will be dispersed to the surroundings through the pump pressure component through the transmission component, thereby achieving the purpose of protecting the wall. Finally, by injecting oil into the wall, the oil pressure is reduced, and the wall is protected. The interior of the assembled components can be filled and sealed; the exterior wall sandwich insulation and seismic integrated structure adopts seismic components to cope with the impact of external vibrations on the exterior wall, and the external vibrations are absorbed and dispersed through the seismic components. When the exterior wall is subjected to force, the insulation material will not be broken due to excessive force on the exterior wall, resulting in a chain reaction. However, in actual use, when the exterior wall sandwich insulation and seismic integrated structure is impacted by natural disasters such as earthquakes and typhoons, since the wall is suspended inside the building itself, the wall will still be squeezed by the building itself, causing damage to the wall or even falling, causing harm to surrounding personnel. Summary of the invention

[0004] In view of the above problems, a prefabricated wall seismic resistance mechanism is provided, which can improve the seismic resistance of the prefabricated wall.

[0005] Based on the above purpose, the present invention is achieved through the following technical solutions: An assembled wall seismic resistance mechanism comprises a wall seismic resistance structure for connecting a wall and a layer plate; the layer plate is provided with a layer plate seismic resistance groove matched with the wall seismic resistance structure; both ends of the wall are provided with wall seismic resistance grooves matched with the wall seismic resistance structure; the wall seismic resistance structure comprises wall seismic devices symmetrically arranged in the wall seismic resistance grooves and matched with the layer plate seismic resistance grooves, and the wall seismic devices are connected through seismic resistance buffers.

[0006] Preferably, the wall seismic device includes a seismic shell, a seismic sleeve is arranged in the seismic shell, a seismic sleeve is sleeved on the seismic sleeve, a sleeve spring connected to the seismic sleeve is arranged in the seismic sleeve, a limiting sleeve is arranged at the end of the seismic sleeve, the limiting sleeve cooperates with the limiting ring convex arranged on the seismic sleeve, the limiting ring convex is provided with a compression spring cooperating with the limiting sleeve, one end of the compression spring is provided with a compression ring rotatably connected to the seismic sleeve, and the other end is provided with a compression guide ball cooperating with the limiting sleeve, and the compression guide ball cooperates with the annular guide groove arranged on the side of the limiting sleeve.

[0007] Preferably, the ends of the seismic sleeve shaft and the seismic sleeve are respectively provided with seismic bases that cooperate with the seismic grooves of the layer plates and the seismic grooves of the walls, and the seismic bases respectively cooperate with shock-absorbing disks arranged in the seismic grooves of the layer plates and the seismic grooves of the walls, and the seismic bases are provided with seismic conical springs connected to the shock-absorbing disks, and seismic support rods that are symmetrically inclined outwardly and cooperate with the gap between the seismic conical springs and the seismic bases, one end of the seismic support rods cooperates with the seismic guide grooves arranged on the side of the seismic base, and the other end cooperates with the seismic ring grooves arranged on the shock-absorbing disks.

[0008] Preferably, the shock-absorbing disk is an elliptical disk, which is connected to the anti-seismic groove of the layer plate and the anti-seismic groove of the wall through a shock-absorbing shaft, and the shock-absorbing disk is provided with an elliptical shock-absorbing ring that matches the anti-seismic groove of the layer plate and the anti-seismic groove of the wall respectively, and the long axis end of the elliptical shock-absorbing ring matches the arc-shaped shock-absorbing strips respectively arranged in the anti-seismic groove of the layer plate and the anti-seismic groove of the wall, and the arc-shaped shock-absorbing strips are provided with supporting springs; guide groove springs connected to the anti-seismic support rods are provided at both ends of the anti-seismic guide groove; an annular groove spring connected to the adjacent anti-seismic support rods is provided in the anti-seismic ring groove; support rod rollers that match the anti-seismic guide groove and the anti-seismic ring groove are provided at both ends of the anti-seismic support rod, and roller coil springs matching the anti-seismic support rod are provided at both ends of the wheel axle of the support rod roller.

[0009] Preferably, the upper and lower ends of the seismic shell are respectively provided with fan ring shock-absorbing holes that cooperate with the seismic sleeve shaft and the seismic sleeve; the seismic sleeve shaft is provided with a layer connecting rod, the layer connecting rod cooperates with the layer fixing ring arranged in the layer seismic groove, the layer fixing ring is sleeved with a layer ring column connected to the layer connecting rod, and the layer ring column is evenly distributed with layer springs connected to the layer fixing ring; the seismic sleeve is provided with a wall connecting rod, the wall connecting rod cooperates with the wall fixing ring arranged in the wall seismic groove, the wall fixing ring is sleeved with a wall ring column connected to the wall connecting rod, and the wall ring column is evenly distributed with wall springs connected to the wall fixing ring.

[0010] Preferably, a fan ring shock-absorbing part is provided in the fan ring shock-absorbing hole, and the fan ring shock-absorbing part includes fan ring shock-absorbing grooves arranged on both sides of the fan ring shock-absorbing hole, and fan ring shock-absorbing blocks matching with the shock-resistant sleeve shaft and the shock-resistant sleeve are provided in the fan ring shock-absorbing grooves, and the fan ring shock-absorbing blocks are connected with the fan ring shock-absorbing grooves on both sides through shock-absorbing guide shafts, and the shock-absorbing guide shafts are connected with the ends of the fan ring shock-absorbing grooves through shock-absorbing springs; a limiting cam matching with the fan ring shock-absorbing hole is sleeved on the shock-resistant sleeve shaft and the shock-resistant sleeve, and the limiting cam matches with the fan ring shock-absorbing block; a linear bearing matching with the shock-resistant sleeve shaft and the shock-resistant sleeve is sleeved inside the limiting cam.

[0011] Preferably, the seismic buffer includes a seismic disk arranged in the center of the seismic groove of the wall, the seismic disk is connected to the seismic shell through a telescopic seismic rod, and the telescopic seismic rod is provided with a seismic spring at both ends of which are respectively connected to the seismic disk and the seismic shell; both sides of the seismic disk are provided with wall seismic parts which cooperate with the seismic groove of the wall and the seismic groove of the layer board respectively; the telescopic seismic rod includes a plurality of telescopic support rods which are sleeved and connected, the telescopic support rod is provided with a telescopic spring at both ends of which are respectively connected to the seismic disk and the seismic shell, and both sides of the telescopic support rod are provided with arc-shaped guide protrusions which cooperate with the arc-shaped guide grooves arranged in adjacent telescopic support rods.

[0012] Preferably, the wall anti-seismic component includes a main anti-seismic shaft arranged at the center of the anti-seismic disk and cooperating with the wall anti-seismic groove and the layer plate anti-seismic groove respectively, and a slave anti-seismic component symmetrically arranged on the side of the anti-seismic disk, the slave anti-seismic component includes a fan-ring anti-seismic groove arranged on the anti-seismic disk, and slave anti-seismic shafts are arranged at both ends of the fan-ring anti-seismic groove, and the slave anti-seismic shafts are connected by a slave anti-seismic spring, and the slave anti-seismic shafts are respectively matched with the fan-ring limiting grooves arranged in the wall anti-seismic groove and the layer plate anti-seismic groove; the anti-seismic disk is movably connected with the main anti-seismic shaft and the slave anti-seismic shaft, and the anti-seismic The disk moves up and down along the main anti-seismic axis and the slave anti-seismic axis; a limiting collar matching the fan ring limiting groove is provided at the end of the slave anti-seismic axis; a main anti-seismic spring matching the wall anti-seismic groove and the layer plate anti-seismic groove respectively is sleeved on the main anti-seismic axis; the slave anti-seismic axis matches with the fan ring guide groove arranged in the fan ring anti-seismic groove through the fan ring guide strip; a main anti-seismic hole is provided in the center of the anti-seismic disk, and the main anti-seismic hole matches with the main anti-seismic concave wheel sleeved on the main anti-seismic axis, and the main anti-seismic concave wheel is evenly distributed with anti-seismic hole springs connected to the main anti-seismic holes.

[0013] Preferably, it also includes an auxiliary seismic-resistant structure arranged in the wall for connecting adjacent wall panels, the auxiliary seismic-resistant structure includes an auxiliary shell, an auxiliary seismic-resistant cavity is arranged in the auxiliary shell, a damping partition is arranged in the auxiliary seismic-resistant cavity, the damping partition includes a cross-shaped transverse partition and a longitudinal partition, the transverse partition and the longitudinal partition divide the auxiliary seismic-resistant cavity into four auxiliary chambers, the auxiliary chamber is filled with damping material, and the damping material is a viscoelastic material; the auxiliary shell is symmetrically provided with damping cylinders respectively connected to the auxiliary chambers, and the damping cylinders are sleeved with damping pistons connected to the wall panels.

[0014] Preferably, the transverse partition and the longitudinal partition are respectively provided with a transverse damping hole and a longitudinal damping hole at the intersection center of the transverse partition and the longitudinal partition, a damping shaft is provided at the intersection center of the transverse damping hole and the longitudinal damping hole, the damping shaft is provided with a cross-shaped damping plate matching the transverse damping hole and the longitudinal damping hole, the cross-shaped damping plate matches the damping spring sleeved on the damping shaft; the cross-shaped damping plate is rotatably connected to the damping shaft through a damping sleeve sleeved on the damping spring, and a damping bearing is provided in the damping sleeve; auxiliary springs matching the cross-shaped damping plate are respectively evenly distributed on the transverse damping hole and the longitudinal damping hole; the center lines of the transverse partition and the longitudinal partition intersect and are perpendicular.

[0015] Compared with the prior art, the present invention has the following beneficial effects: (1) The present invention connects the wall and the layer plate through the wall seismic structure, and utilizes the wall seismic structure to absorb, disperse and weaken the vibration impact force exerted on the wall when natural disasters such as earthquakes and typhoons impact the prefabricated building, thereby avoiding hard contact between the wall and the layer plate, reducing the probability of wall fracture, displacement, distortion, falling and other problems, improving the stability of the wall and its ability to resist natural disasters, preventing wall fracture and other injuries to personnel, and improving the safety of the prefabricated wall.

[0016] (2) The seismic structure of the wall is achieved by installing symmetrically arranged wall seismic devices in the seismic groove of the wall, and then connecting the two wall seismic devices through a seismic buffer, so that the wall seismic devices and the two seismic buffers are combined into an integral structure to meet the seismic requirements of the wall, avoid hard contact between the wall and the layer plate, avoid the wall being squeezed by the layer plate to cause fracture, displacement, distortion, falling, collapse and other problems, avoid the wall causing harm to people inside and outside the building, and effectively improve the seismic resistance of the prefabricated wall.

[0017] (3) The wall seismic device is designed with a seismic shell, and a sleeve-connected seismic sleeve and a seismic sleeve are arranged inside the seismic shell. The longitudinal distance between the seismic sleeve and the seismic sleeve can be adjusted by the expansion and contraction of the sleeve spring, thereby improving the longitudinal seismic resistance of the wall. The limit sleeve plate and the limit ring convex can prevent the separation of the seismic sleeve and the seismic sleeve, thereby avoiding failure of the wall seismic device. The longitudinal seismic resistance of the wall can be further improved by arranging a seismic base and a shock-absorbing plate. The seismic cone spring on the seismic base further absorbs and weakens the longitudinal force acting on the wall.

[0018] (4) When the seismic base approaches or moves away from the shock-absorbing disk, the seismic support rod moves in the seismic guide groove, and the guide groove spring further absorbs and weakens the longitudinal force on the wall; when subjected to axial force, the seismic support rod rotates along the seismic ring groove on the shock-absorbing disk, and the ring groove spring in the seismic ring groove absorbs and weakens the axial force on the wall, thereby improving the axial seismic resistance of the wall; when the elliptical shock-absorbing ring is subjected to a large axial force, the seismic support rod pushes the ring groove spring to drive the shock-absorbing disk to move axially in the seismic groove of the layer plate or the seismic groove of the wall. At this time, the long axis end of the elliptical shock-absorbing ring will contact the arc-shaped shock-absorbing strip, and the arc-shaped shock-absorbing strip will further weaken and reduce the axial force on the wall through deformation, thereby further improving the seismic resistance of the wall.

[0019] (5) By arranging a layer connecting rod on the seismic sleeve shaft and a wall connecting rod on the seismic sleeve, under the influence of axial, lateral and longitudinal vibration forces, the layer ring column on the layer connecting rod moves in the layer fixing ring, and the wall ring column on the wall connecting rod moves in the wall fixing ring. The layer spring and the wall spring are used to absorb and weaken the axial, lateral and longitudinal vibration forces brought by the layer connecting rod and the wall connecting rod respectively, thereby greatly reducing the axial, lateral and longitudinal vibration forces on the wall and improving the seismic effect of the wall.

[0020] (6) Arranging a fan ring shock-absorbing member in the fan ring shock-absorbing hole can improve the axial seismic resistance of the wall. The fan ring shock-absorbing member restricts the seismic sleeve shaft and the seismic sleeve in the fan ring shock-absorbing hole, and then uses a fan ring shock-absorbing block in conjunction with a shock-absorbing spring to absorb and weaken the axial force on the seismic sleeve shaft and the seismic sleeve, thereby reducing the axial vibration force on the wall and achieving the purpose of improving the axial seismic resistance of the wall.

[0021] (7) The seismic buffer is constructed by setting a seismic plate in the center of the seismic groove of the wall. The seismic plate is connected to the seismic shell through a telescopic seismic rod. When the wall is squeezed by lateral forces on both sides, the seismic shell transfers the force acting on the wall to the telescopic seismic rod, and the lateral force acting on the wall is absorbed and weakened by the seismic spring to avoid damage to the wall.

[0022] (8) The wall anti-seismic parts on both sides of the anti-seismic disk connect the anti-seismic disk to the wall anti-seismic groove and the layer plate anti-seismic groove respectively through the main anti-seismic shaft. The axial force applied to the wall is absorbed by the anti-seismic parts, thereby improving the wall's ability to cope with the axial force. When the wall is subjected to the axial force generated by vibration, the wall rotates axially along the main anti-seismic shaft, and one of the two slave anti-seismic shafts in the fan ring anti-seismic groove is squeezed by the fan ring limit groove and moves closer to the other slave anti-seismic shaft along the fan ring anti-seismic groove. The slave anti-seismic spring is used to weaken the axial force of the slave anti-seismic shaft, thereby improving the axial anti-seismic capacity of the wall.

[0023] (9) The present invention avoids hard contact between adjacent wall panels in the wall by arranging an auxiliary anti-seismic mechanism in the wall, avoids fracture, displacement, distortion, falling, collapse and other problems of adjacent wall panels, avoids affecting the integrity and safety of the wall, and protects the safety of people in the building; the auxiliary anti-seismic structure separates adjacent wall panels by installing an auxiliary shell between the wall panels, and arranges a damping piston connected to the wall panels on the auxiliary shell. The movement of the damping piston in the damping cylinder weakens and offsets the vibration force on the wall panels, thereby avoiding hard contact between the wall panels.

[0024] (10) When the damping piston on the auxiliary shell in the auxiliary seismic resistance structure is squeezed by the wall panel, the damping piston moves in the damping cylinder and squeezes the damping material in the auxiliary cavity. The damping material absorbs the vibration force exerted on the damping piston. When the vibration force is too large, the damping material pushes the cross-shaped damping plate to rotate along the damping axis in the transverse damping hole and the longitudinal damping hole, and the damping material in the auxiliary cavity flows into the adjacent auxiliary cavity, thereby further absorbing the vibration force. The setting of each auxiliary cavity is utilized to assist in adjusting the stroke of each damping piston, thereby further satisfying the need to weaken and offset the vibration force exerted on the adjacent wall panels and improving the seismic resistance of the adjacent wall panels.

[0025] In summary, the present invention can absorb, disperse and weaken the vibration impact force exerted on the wall when natural disasters such as earthquakes and typhoons impact the prefabricated building by arranging a wall seismic structure between the wall and the layer board, thereby avoiding damage to the wall when natural disasters impact the prefabricated building and endangering the lives of people inside and outside the building; by arranging an auxiliary seismic mechanism in the wall, hard contact between adjacent wall panels in the wall can be avoided, the seismic performance of the wall panels can be improved, the integrity and safety of the wall can be ensured, and the seismic performance of the wall under vibration impact can be further improved to ensure the safety of people inside and outside the building. BRIEF DESCRIPTION OF THE DRAWINGS

[0026] Figure 1 It is a schematic diagram of the structure of the present invention in Example 1; Figure 2 It is a schematic diagram of the structure of the present invention in Example 1; Figure 3 is a schematic structural diagram of the wall seismic resistant structure in Example 1; Figure 4 is a schematic structural diagram of the wall seismic device in Example 1; Figure 5 is a schematic diagram of the connection between the seismic sleeve shaft and the seismic sleeve in Example 1; Figure 6 is a schematic structural diagram of the anti-seismic sleeve shaft in Example 1; Figure 7 is a schematic diagram of the connection between the shock-absorbing disk and the seismic groove of the layer plate or the seismic groove of the wall in Example 1; Figure 8is a schematic structural diagram of the anti-seismic buffer in Example 1; Fig. 9 is a structural schematic diagram of the auxiliary earthquake-resistant structure in Example 1; Fig.10 is a schematic diagram of the internal structure of the auxiliary housing in Example 1; Fig.11 is a schematic structural diagram of the cross-shaped damping plate in Example 1; Fig.12 It is a structural schematic diagram of the damping piston in Example 1.

[0027] In the figure, wall 1, layer plate 2, wall seismic structure 3, auxiliary seismic structure 4, wall seismic groove 5, layer seismic groove 6, wall plate 7, wall seismic device 301, seismic buffer 302, telescopic seismic rod 303, fan ring shock absorbing hole 304, layer plate fixing ring 305, layer plate connecting rod 306, wall connecting rod 307, wall fixing ring 308, fan ring shock absorbing groove 309, fan ring shock absorbing block 310, elliptical shock absorbing ring 311, shock absorbing disk 312, layer plate spring 313, layer plate ring column 314, wall ring column 315, wall spring 316, seismic ring groove 317, seismic shell 318, seismic sleeve shaft 319, seismic base 320, seismic Guide groove 321, seismic support rod 322, seismic cone spring 323, annular groove spring 325, seismic sleeve 326, guide groove spring 327, sleeve spring 328, limit ring convex 329, arc-shaped shock-absorbing strip 330, support spring 331, shock-absorbing shaft 332, seismic disk 333, fan ring seismic groove 334, slave seismic spring 335, slave seismic shaft 336, main seismic shaft 337, auxiliary shell 401, damping cylinder 402, damping piston 403, longitudinal partition 404, longitudinal damping hole 405, damping spring 406, transverse damping hole 407, damping shaft 408, cross-shaped damping plate 409, transverse partition 410, auxiliary chamber 411. DETAILED DESCRIPTION

[0028] The present invention is further described below by means of specific examples, but the scope of the present invention is not limited thereto.

[0029] Example 1 An assembled wall anti-seismic mechanism, the structure of which is as follows Figure 1-12 As shown, it includes a wall seismic structure 3 for connecting a wall 1 and a layer plate 2; a layer plate seismic groove 6 matching with the wall seismic structure 3 is provided on the layer plate 2; wall seismic grooves 5 matching with the wall seismic structure 3 are provided at both ends of the wall 1; the wall seismic structure 3 includes wall seismic devices 301 symmetrically arranged in the wall seismic grooves 5 matching with the layer plate seismic grooves 6, and the wall seismic devices 301 are connected via seismic buffers 302.

[0030] The wall seismic device 301 includes a seismic shell 318, in which a seismic sleeve 319 is arranged, on which a seismic sleeve 326 is sleeved, in which a sleeve spring 328 connected to the seismic sleeve 319 is arranged, and at the end of the seismic sleeve 326, a limiting sleeve is provided, which cooperates with a limiting ring protrusion 329 arranged on the seismic sleeve 319.

[0031] The ends of the seismic sleeve shaft 319 and the seismic sleeve 326 are respectively provided with seismic bases 320 that cooperate with the seismic grooves 6 of the layer plates and the seismic grooves 5 of the wall. The seismic bases 320 respectively cooperate with the shock-absorbing disks 312 arranged in the seismic grooves 6 of the layer plates and the seismic grooves 5 of the wall. The seismic bases 320 are provided with seismic cone springs 323 connected to the shock-absorbing disks 312, and seismic support rods 322 that are symmetrically inclined outwardly arranged on the outer periphery of the seismic base 320 and are gap-matched with the seismic cone springs 323. One end of the seismic support rods 322 cooperates with the seismic guide groove 321 arranged on the side of the seismic base 320, and the other end cooperates with the seismic ring groove 317 arranged on the shock-absorbing disk 312.

[0032] An elliptical shock-absorbing ring 311 is sleeved on the shock-absorbing disk 312 and matches the anti-seismic groove 6 of the layer plate and the anti-seismic groove 5 of the wall respectively. The long axis end of the elliptical shock-absorbing ring 311 matches the arc-shaped shock-absorbing strip 330 respectively arranged in the anti-seismic groove 6 of the layer plate and the anti-seismic groove 5 of the wall; guide groove springs 327 connected to the anti-seismic support rod 322 are provided at both ends of the anti-seismic guide groove 321; and a ring groove spring 325 connected to the adjacent anti-seismic support rod 322 is provided in the anti-seismic ring groove 317.

[0033] The upper and lower ends of the seismic shell 318 are respectively provided with fan ring shock-absorbing holes 304 that cooperate with the seismic sleeve 319 and the seismic sleeve 326; the seismic sleeve 319 is provided with a layer connecting rod 306, which cooperates with the layer fixing ring 305 set in the layer seismic groove 6, and the layer fixing ring 305 is sleeved with a layer ring column 314 connected to the layer connecting rod 306, and the layer ring column 314 is evenly distributed with layer springs 313 connected to the layer fixing ring 305; the seismic sleeve 326 is provided with a wall connecting rod 307, which cooperates with the wall fixing ring 308 set in the wall seismic groove 5, and the wall fixing ring 308 is sleeved with a wall ring column 315 connected to the wall connecting rod 307, and the wall springs 316 connected to the wall fixing ring 308 are evenly distributed on the wall ring column 315.

[0034] A fan ring shock-absorbing component is provided in the fan ring shock-absorbing hole 304, and the fan ring shock-absorbing component includes fan ring shock-absorbing grooves 309 arranged on both sides of the fan ring shock-absorbing hole 304, and a fan ring shock-absorbing block 310 matched with the shock-resistant sleeve shaft 319 and the shock-resistant sleeve 326 is provided in the fan ring shock-absorbing groove 309, and the fan ring shock-absorbing block 310 is connected to the fan ring shock-absorbing grooves 309 on both sides through a shock-absorbing guide shaft, and the shock-absorbing guide shaft is connected to the end of the fan ring shock-absorbing groove 309 through a shock-absorbing spring.

[0035] The seismic buffer 302 includes a seismic disk 333 arranged in the center of the wall seismic groove 5. The seismic disk 333 is connected to the seismic shell 318 through a telescopic seismic rod 303. A seismic spring is sleeved inside the telescopic seismic rod 303. Wall seismic parts that cooperate with the wall seismic groove 5 and the layer seismic groove 6 are provided on both sides of the seismic disk 333 respectively.

[0036] The wall anti-seismic parts include a main anti-seismic shaft 337 arranged at the center of the anti-seismic disk 333 and respectively cooperating with the wall anti-seismic groove 5 and the layer anti-seismic groove 6, and a slave anti-seismic part symmetrically arranged on the side of the anti-seismic disk 333, and the slave anti-seismic part includes a fan ring anti-seismic groove 334 arranged on the anti-seismic disk 333, and both ends of the fan ring anti-seismic groove 334 are provided with a slave anti-seismic shaft 336, and the slave anti-seismic shaft 336 is connected by a slave anti-seismic spring 335, and the slave anti-seismic shaft 336 is respectively matched with the fan ring limiting grooves arranged in the wall anti-seismic groove 5 and the layer anti-seismic groove 6; the anti-seismic disk 333 is movably connected with the main anti-seismic shaft 337 and the slave anti-seismic shaft 336.

[0037] It also includes an auxiliary seismic-resistant structure 4 arranged in the wall 1 for connecting adjacent wall panels 7, the auxiliary seismic-resistant structure 4 includes an auxiliary shell 401, an auxiliary seismic-resistant cavity is arranged in the auxiliary shell 401, the auxiliary seismic-resistant cavity is provided with a damping partition, the damping partition includes a cross-shaped transverse partition 410 and a longitudinal partition 404, the transverse partition 410 and the longitudinal partition 404 divide the auxiliary seismic-resistant cavity into four auxiliary chambers 411, the auxiliary chamber 411 is filled with damping material; the auxiliary shell 401 is provided with a damping cylinder 402 which is respectively connected with the auxiliary chamber 411, and the damping cylinder 402 is provided with a damping piston 403 connected with the wall panel 7.

[0038] The transverse partition 410 and the longitudinal partition 404 are respectively provided with a transverse damping hole 407 and a longitudinal damping hole 405 at the intersection center of the transverse partition 410 and the longitudinal partition 404, and a damping shaft 408 is provided at the intersection center of the transverse damping hole 407 and the longitudinal damping hole 405. The damping shaft 408 is provided with a cross-shaped damping plate 409 matched with the transverse damping hole 407 and the longitudinal damping hole 405, and the cross-shaped damping plate 409 is matched with the damping spring 406 sleeved on the damping shaft 408; the center line of the transverse partition 410 and the longitudinal partition 404 intersect and are perpendicular.

[0039] A method for assembling a seismic-resistant wall structure, the steps comprising: S1, using the wall seismic structure 3 to cope with the vibration of the assembled wall 1; When an assembled building is impacted by natural disasters such as earthquakes and typhoons, the assembled building will shake and the assembled wall 1 will be squeezed. The wall seismic resistant structure 3 installs symmetrically arranged wall seismic devices 301 in the wall seismic resistant groove 5 on the wall 1 and the upper layer seismic groove 6 of the layer 2, and then connects the two wall seismic devices 301 through a seismic buffer 302, so that the wall seismic devices 301 and the two seismic buffers 302 are combined into an integral structure, thereby improving the seismic resistance of the assembled wall 1.

[0040] Ⅰ. When the assembled wall 1 is subjected to vibration force, the wall seismic device 301 can adjust the longitudinal distance between the seismic sleeve 326 and the seismic sleeve shaft 319 through the expansion and contraction of the sleeve spring 328, thereby improving the longitudinal seismic resistance of the wall 1; the limiting sleeve plate cooperates with the limiting ring convex 329 to prevent the seismic sleeve shaft 319 from separating from the seismic sleeve 326, thereby avoiding failure of the wall seismic device 301; the seismic base 320 and the shock absorbing plate 312 can further improve the longitudinal seismic resistance of the wall 1, and the seismic cone spring 323 on the seismic base 320 further absorbs and weakens the longitudinal force exerted on the wall 1, and the shock absorbing plate 312 is connected to the wall seismic groove 5 or the layer plate seismic groove 6 through the shock absorbing shaft 332.

[0041] II. The longitudinal vibration of the wall 1 will make the seismic base 320 approach or move away from the shock absorbing plate 312. At this time, the seismic support rod 322 moves in the seismic guide groove 321, and the guide groove spring 327 absorbs and weakens the longitudinal force on the wall 1.

[0042] III. When the wall 1 is subjected to axial vibration, the seismic base 320 moves axially with the wall 1, and the seismic support rod 322 rotates along the seismic ring groove 317 on the shock-absorbing disk 312. The ring groove spring 325 in the seismic ring groove 317 absorbs and weakens the axial force applied to the wall 1, thereby improving the axial seismic resistance of the wall 1; when subjected to a large axial force, the seismic support rod 322 continues to rotate along the seismic ring groove 317, and the seismic support rod 322 pushes the ring groove spring 325 to drive the shock-absorbing disk 312 to move axially in the layer seismic groove 6 or the wall seismic groove 5. At this time, the long axis end of the elliptical shock-absorbing ring 311 will contact the arc-shaped shock-absorbing strip 330, and the arc-shaped shock-absorbing strip 330 will further weaken and reduce the axial force applied to the wall 1 by deformation, and the support spring 331 can further improve the seismic resistance of the wall 1.

[0043] IV. When the wall 1 is affected by axial, lateral and longitudinal vibration forces, the seismic sleeve 319 drives the layer connecting rod 306 to move, the layer ring column 314 moves in the layer fixing ring 305 in the layer seismic groove 6, the seismic sleeve 326 drives the wall connecting rod 307 to move, and the wall ring column 315 moves in the wall fixing ring 308 in the wall seismic groove 5. The layer spring 313 and the wall spring 316 can respectively absorb and weaken the axial, lateral and longitudinal vibration forces brought by the layer connecting rod 306 and the wall connecting rod 307, thereby improving the seismic resistance of the wall 1 to the axial, lateral and longitudinal vibration forces.

[0044] V. When the wall 1 is affected by the axial vibration force, the wall 1 rotates axially along the main anti-seismic shaft 337 on the anti-seismic disk 333 in the anti-seismic buffer 302, and the axial force is transmitted to the anti-seismic shell 318 through the telescopic anti-seismic rod 303, so that the anti-seismic shell 318 moves with the anti-seismic disk 333, and the fan ring shock-absorbing grooves 309 on both sides of the fan ring shock-absorbing hole 304 move with the anti-seismic shell 318. The anti-seismic sleeve shaft 319 and the anti-seismic sleeve 326 in the fan ring shock-absorbing hole 304 block the movement of the fan ring shock-absorbing block 310 on the fan ring shock-absorbing groove 309, squeeze the shock-absorbing spring in the fan ring shock-absorbing groove 309, and the shock-absorbing spring absorbs and weakens the force, thereby reducing the movement range of the anti-seismic shell 318. When the anti-seismic shell 318 is subjected to a greater force, the anti-seismic sleeve shaft 319 and the anti-seismic sleeve 326 continue to absorb and weaken the force in the manner of III.

[0045] At the same time, when the wall 1 is subjected to the axial force generated by the vibration, the wall 1 rotates axially along the main anti-seismic axis 337, and one of the two slave anti-seismic axes 336 in the fan ring anti-seismic groove 334 is squeezed by the fan ring limiting groove and approaches the other slave anti-seismic axis 336 along the fan ring anti-seismic groove 334. The slave anti-seismic spring 335 is used to weaken the axial force of the slave anti-seismic axis 336, thereby improving the axial anti-seismic ability of the wall 1.

[0046] VI. When the two sides of the wall 1 are squeezed by the lateral force, the earthquake-resistant shell 318 transmits the force on the wall 1 to the telescopic earthquake-resistant rod 303, and the earthquake-resistant spring absorbs and weakens the lateral force on the wall 1 to avoid damage to the wall 1.

[0047] S2, using the auxiliary earthquake-resistant structure 4 to cope with the vibration of the assembled wall 1; When the assembled wall 1 is vibrated, the adjacent wall panels 7 of the wall 1 interact with each other, and the damping piston 403 on the auxiliary shell 401 in the auxiliary seismic resistant structure 4 is squeezed or pulled by the adjacent wall panels 7. The damping piston 403 moves along the damping cylinder 402, squeezing or pulling the damping material in the auxiliary cavity 411. The damping material absorbs the force exerted on the damping piston 403. When the vibration force is too large, the damping material drives the cross-shaped damping plate 409 to rotate along the damping axis 408 in the horizontal damping hole 407 of the horizontal partition 410 and the vertical damping hole 405 of the vertical partition 404, so that the damping material flow in the auxiliary cavity 411 is reduced. The damping material in the adjacent auxiliary cavity 411 is sucked into the auxiliary cavity 411, and the force of the wall panel 7 driving the damping piston 403 is further weakened through the flow of the damping material, so that the vibration force is further absorbed. The setting of each auxiliary cavity 411 is used to assist in adjusting the stroke of each damping piston 403, so as to further weaken and offset the vibration force on the adjacent wall panels 7 and enhance the seismic resistance of the adjacent wall panels 7. After the force disappears, the damping spring 406 drives the cross-shaped damping plate 409 to return to its original position along the damping shaft 408 to maintain the balance state in the auxiliary anti-seismic cavity.

[0048] Example 2 An assembled wall anti-seismic mechanism adopts the following method, including the following steps: S1, using the wall seismic structure 3 to cope with the vibration of the assembled wall 1; When an assembled building is impacted by natural disasters such as earthquakes and typhoons, the assembled building will shake and the assembled wall 1 will be squeezed. The wall seismic resistant structure 3 installs symmetrically arranged wall seismic devices 301 in the wall seismic resistant groove 5 on the wall 1 and the upper layer seismic groove 6 of the layer 2, and then connects the two wall seismic devices 301 through a seismic buffer 302, so that the wall seismic devices 301 and the two seismic buffers 302 are combined into an integral structure, thereby improving the seismic resistance of the assembled wall 1.

[0049] Ⅰ. When the assembled wall 1 is subjected to vibration force, the wall seismic device 301 can adjust the longitudinal distance between the seismic sleeve 326 and the seismic sleeve shaft 319 through the expansion and contraction of the sleeve spring 328, thereby improving the longitudinal seismic resistance of the wall 1; the limiting sleeve plate cooperates with the limiting ring convex 329 to prevent the seismic sleeve shaft 319 from separating from the seismic sleeve 326, thereby avoiding failure of the wall seismic device 301; the seismic base 320 and the shock absorbing plate 312 can further improve the longitudinal seismic resistance of the wall 1, and the seismic cone spring 323 on the seismic base 320 further absorbs and weakens the longitudinal force exerted on the wall 1, and the shock absorbing plate 312 is connected to the wall seismic groove 5 or the layer plate seismic groove 6 through the shock absorbing shaft 332.

[0050] II. The longitudinal vibration of the wall 1 will make the seismic base 320 approach or move away from the shock absorbing plate 312. At this time, the seismic support rod 322 moves in the seismic guide groove 321, and the guide groove spring 327 absorbs and weakens the longitudinal force on the wall 1.

[0051] III. When the wall 1 is subjected to axial vibration, the seismic base 320 moves axially with the wall 1, and the seismic support rod 322 rotates along the seismic ring groove 317 on the shock-absorbing disk 312. The ring groove spring 325 in the seismic ring groove 317 absorbs and weakens the axial force applied to the wall 1, thereby improving the axial seismic resistance of the wall 1; when subjected to a large axial force, the seismic support rod 322 continues to rotate along the seismic ring groove 317, and the seismic support rod 322 pushes the ring groove spring 325 to drive the shock-absorbing disk 312 to move axially in the layer seismic groove 6 or the wall seismic groove 5. At this time, the long axis end of the elliptical shock-absorbing ring 311 will contact the arc-shaped shock-absorbing strip 330, and the arc-shaped shock-absorbing strip 330 will further weaken and reduce the axial force applied to the wall 1 by deformation, and the support spring 331 can further improve the seismic resistance of the wall 1.

[0052] IV. When the wall 1 is affected by axial, lateral and longitudinal vibration forces, the seismic sleeve 319 drives the layer connecting rod 306 to move, the layer ring column 314 moves in the layer fixing ring 305 in the layer seismic groove 6, the seismic sleeve 326 drives the wall connecting rod 307 to move, and the wall ring column 315 moves in the wall fixing ring 308 in the wall seismic groove 5. The layer spring 313 and the wall spring 316 can respectively absorb and weaken the axial, lateral and longitudinal vibration forces brought by the layer connecting rod 306 and the wall connecting rod 307, thereby improving the seismic resistance of the wall 1 to the axial, lateral and longitudinal vibration forces.

[0053] V. When the wall 1 is affected by the axial vibration force, the wall 1 rotates axially along the main anti-seismic shaft 337 on the anti-seismic disk 333 in the anti-seismic buffer 302, and the axial force is transmitted to the anti-seismic shell 318 through the telescopic anti-seismic rod 303, so that the anti-seismic shell 318 moves with the anti-seismic disk 333, and the fan ring shock-absorbing grooves 309 on both sides of the fan ring shock-absorbing hole 304 move with the anti-seismic shell 318. The anti-seismic sleeve shaft 319 and the anti-seismic sleeve 326 in the fan ring shock-absorbing hole 304 block the movement of the fan ring shock-absorbing block 310 on the fan ring shock-absorbing groove 309, squeeze the shock-absorbing spring in the fan ring shock-absorbing groove 309, and the shock-absorbing spring absorbs and weakens the force, thereby reducing the movement range of the anti-seismic shell 318. When the anti-seismic shell 318 is subjected to a greater force, the anti-seismic sleeve shaft 319 and the anti-seismic sleeve 326 continue to absorb and weaken the force in the manner of III.

[0054] At the same time, when the wall 1 is subjected to the axial force generated by the vibration, the wall 1 rotates axially along the main anti-seismic axis 337, and one of the two slave anti-seismic axes 336 in the fan ring anti-seismic groove 334 is squeezed by the fan ring limiting groove and approaches the other slave anti-seismic axis 336 along the fan ring anti-seismic groove 334. The slave anti-seismic spring 335 is used to weaken the axial force of the slave anti-seismic axis 336, thereby improving the axial anti-seismic ability of the wall 1.

[0055] VI. When the two sides of the wall 1 are squeezed by the lateral force, the earthquake-resistant shell 318 transmits the force on the wall 1 to the telescopic earthquake-resistant rod 303, and the earthquake-resistant spring absorbs and weakens the lateral force on the wall 1 to avoid damage to the wall 1.

[0056] S2, using the auxiliary earthquake-resistant structure 4 to cope with the vibration of the assembled wall 1; When the assembled wall 1 is vibrated, the adjacent wall panels 7 of the wall 1 interact with each other, and the damping piston 403 on the auxiliary shell 401 in the auxiliary seismic resistant structure 4 is squeezed or pulled by the adjacent wall panels 7. The damping piston 403 moves along the damping cylinder 402, squeezing or pulling the damping material in the auxiliary cavity 411. The damping material absorbs the force exerted on the damping piston 403. When the vibration force is too large, the damping material drives the cross-shaped damping plate 409 to rotate along the damping axis 408 in the horizontal damping hole 407 of the horizontal partition 410 and the vertical damping hole 405 of the vertical partition 404, so that the damping material flow in the auxiliary cavity 411 is reduced. The damping material in the adjacent auxiliary cavity 411 is sucked into the auxiliary cavity 411, and the force of the wall panel 7 driving the damping piston 403 is further weakened through the flow of the damping material, so that the vibration force is further absorbed. The setting of each auxiliary cavity 411 is used to assist in adjusting the stroke of each damping piston 403, so as to further weaken and offset the vibration force on the adjacent wall panels 7 and enhance the seismic resistance of the adjacent wall panels 7. After the force disappears, the damping spring 406 drives the cross-shaped damping plate 409 to return to its original position along the damping shaft 408 to maintain the balance state in the auxiliary anti-seismic cavity.

[0057] Example 3 An assembled wall seismic resistance mechanism, which differs from Example 1 in that: both ends of the seismic support rod 322 are provided with support rod rollers respectively matching with the seismic guide groove 321 and the seismic ring groove 317, and both ends of the wheel axle of the support rod roller are sleeved with roller springs matching with the seismic support rod 322.

[0058] Example 4 An assembled wall seismic resistance mechanism, which differs from Example 1 in that: a main seismic resistance shaft 337 is sleeved with a main seismic resistance spring which cooperates with the wall seismic resistance groove 5 and the layer plate seismic resistance groove 6 respectively; and the seismic resistance shaft 336 cooperates with the fan ring guide groove arranged in the fan ring seismic resistance groove 334 through the fan ring guide strip.

[0059] Example 5 An assembled wall seismic resistance mechanism, which differs from Example 1 in that: a cross-shaped damping plate 409 is rotatably connected to a damping shaft 408 via a damping sleeve sleeved on a damping spring 406, and a damping shaft 408 bearing is provided in the damping sleeve; auxiliary springs matching the cross-shaped damping plate 409 are evenly distributed on the transverse damping hole 407 and the longitudinal damping hole 405.

[0060] The above description is only a preferred embodiment of the present invention, but is not limited to the above examples. Any modifications, equivalent substitutions and improvements made within the spirit and principles of the present invention should be included in the protection scope of the present invention.

Claims

1. An assembled wall anti-seismic mechanism, characterized in that: It includes a wall seismic structure for connecting a wall and a layer plate; the layer plate is provided with a layer plate seismic groove that matches the wall seismic structure; both ends of the wall are provided with wall seismic grooves that match the wall seismic structure; the wall seismic structure includes wall seismic devices symmetrically arranged in the wall seismic grooves and matching the layer plate seismic grooves, and the wall seismic devices are connected through seismic buffers.

2. The assembled wall anti-seismic mechanism according to claim 1, characterized in that: The wall seismic device includes a seismic shell, a seismic sleeve shaft is arranged inside the seismic shell, a seismic sleeve is sleeved on the seismic sleeve shaft, a sleeve spring connected to the seismic sleeve shaft is arranged inside the seismic sleeve, a limiting sleeve plate is arranged at the end of the seismic sleeve, and the limiting sleeve plate cooperates with a limiting ring convexly arranged on the seismic sleeve shaft.

3. The assembled wall anti-seismic mechanism according to claim 2, characterized in that: The ends of the seismic sleeve shaft and the seismic sleeve are respectively provided with seismic bases that cooperate with the seismic grooves of the layer plates and the seismic grooves of the walls. The seismic bases are respectively matched with shock-absorbing disks arranged in the seismic grooves of the layer plates and the seismic grooves of the walls. The seismic base is provided with seismic cone springs connected to the shock-absorbing disks, and seismic support rods that are symmetrically inclined outwardly arranged on the outer periphery of the seismic base and cooperate with the gap of the seismic cone springs. One end of the seismic support rod cooperates with the seismic guide groove arranged on the side of the seismic base, and the other end cooperates with the seismic ring groove arranged on the shock-absorbing disk.

4. The assembled wall anti-seismic mechanism according to claim 3, characterized in that: The shock-absorbing plate is provided with an elliptical shock-absorbing ring which matches with the anti-seismic groove of the layer plate and the anti-seismic groove of the wall respectively, and the long axis end of the elliptical shock-absorbing ring matches with the arc-shaped shock-absorbing strips respectively arranged in the anti-seismic groove of the layer plate and the anti-seismic groove of the wall; guide groove springs connected with the anti-seismic support rods are provided at both ends of the anti-seismic guide groove; and an annular groove spring connected with the adjacent anti-seismic support rods is provided in the anti-seismic annular groove.

5. The assembled wall anti-seismic mechanism according to claim 4, characterized in that: The upper and lower ends of the seismic-resistant shell are respectively provided with fan ring shock-absorbing holes that cooperate with the seismic-resistant sleeve shaft and the seismic-resistant sleeve; the seismic-resistant sleeve shaft is provided with a layer plate connecting rod, the layer plate connecting rod cooperates with the layer plate fixing ring arranged in the layer plate seismic groove, the layer plate fixing ring is sleeved with a layer plate ring column connected to the layer plate connecting rod, and the layer plate ring column is evenly distributed with layer plate springs connected to the layer plate fixing ring; the seismic-resistant sleeve is provided with a wall connecting rod, the wall connecting rod cooperates with the wall fixing ring arranged in the wall seismic groove, the wall fixing ring is sleeved with a wall ring column connected to the wall connecting rod, and the wall ring column is evenly distributed with wall springs connected to the wall fixing ring.

6. The assembled wall anti-seismic mechanism according to claim 5, characterized in that: A fan ring shock-absorbing component is provided in the fan ring shock-absorbing hole, and the fan ring shock-absorbing component includes fan ring shock-absorbing grooves arranged on both sides of the fan ring shock-absorbing hole, and a fan ring shock-absorbing block matching with the shock-resistant sleeve shaft and the shock-resistant sleeve is provided in the fan ring shock-absorbing groove, and the fan ring shock-absorbing block is connected to the fan ring shock-absorbing grooves on both sides through a shock-absorbing guide shaft, and the shock-absorbing guide shaft is connected to the end of the fan ring shock-absorbing groove through a shock-absorbing spring.

7. The assembled wall anti-seismic mechanism according to claim 6, characterized in that: The seismic buffer includes a seismic disk arranged in the center of the seismic groove of the wall, which is connected to the seismic shell through a telescopic seismic rod, and a seismic spring is arranged inside the telescopic seismic rod; wall seismic parts are arranged on both sides of the seismic disk, which respectively cooperate with the seismic groove of the wall and the seismic groove of the layer plate.

8. The assembled wall anti-seismic mechanism according to claim 7, characterized in that: The wall anti-seismic component includes a main anti-seismic shaft arranged at the center of the anti-seismic disk and matched with the wall anti-seismic groove and the layer plate anti-seismic groove respectively, and a slave anti-seismic component symmetrically arranged on the side of the anti-seismic disk, the slave anti-seismic component includes a fan-ring anti-seismic groove arranged on the anti-seismic disk, and both ends of the fan-ring anti-seismic groove are provided with a slave anti-seismic shaft, the slave anti-seismic shafts are connected by a slave anti-seismic spring, and the slave anti-seismic shafts are respectively matched with the fan-ring limiting grooves arranged in the wall anti-seismic groove and the layer plate anti-seismic groove; the anti-seismic disk is movably connected with the main anti-seismic shaft and the slave anti-seismic shaft.

9. The assembled wall anti-seismic mechanism according to claim 8, characterized in that: It also includes an auxiliary seismic-resistant structure arranged in the wall for connecting adjacent wall panels, the auxiliary seismic-resistant structure includes an auxiliary shell arranged in the seismic-resistant groove of the wall, an auxiliary seismic-resistant cavity is arranged in the auxiliary shell, a damping partition is arranged in the auxiliary seismic-resistant cavity, the damping partition includes a cross-shaped transverse partition and a longitudinal partition, the transverse partition and the longitudinal partition divide the auxiliary seismic-resistant cavity into four auxiliary chambers, the auxiliary chamber is filled with damping material; the auxiliary shell is provided with damping cylinders respectively connected with the auxiliary chambers, and the damping cylinders are provided with damping pistons connected with the wall panels.

10. The assembled wall anti-seismic mechanism according to claim 9, characterized in that: The transverse partition and the longitudinal partition are respectively provided with a transverse damping hole and a longitudinal damping hole at the intersection center of the transverse partition and the longitudinal partition, a damping shaft is provided at the intersection center of the transverse damping hole and the longitudinal damping hole, the damping shaft is provided with a cross-shaped damping plate matched with the transverse damping hole and the longitudinal damping hole, the cross-shaped damping plate is matched with the damping spring sleeved on the damping shaft; the center lines of the transverse partition and the longitudinal partition intersect and are perpendicular.

Images