Connecting structure for seismic design of fabricated building wall

By designing a deformable connecting structure in the prefabricated building wall and using arc-shaped plates to consume seismic force during earthquakes, the problem of low seismic resistance of prefabricated building walls in the prior art is solved, and higher seismic resistance and building safety are achieved.

CN120175006AActive Publication Date: 2025-06-20FOSHAN WANCHENGLI CONSTRUCTION ENGINEERING CO LTD
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Patent Information

Application Number
CN202510652655.5
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2025-05-21
Publication Date
2025-06-20
Estimated Expiration
2045-05-21

AI Technical Summary

Technical Problem

The existing prefabricated building wall connection structure has low seismic resistance when facing earthquakes, and cannot effectively disperse and alleviate seismic forces, resulting in cracks on the wall, deterioration of integrity and load-bearing capacity, and even leading to damage to the building structure and threats to life safety of people.

Method used

A prefabricated building wall seismic connection structure is designed, using first and second connectors, locking members and driving members. By setting the first and second mounting grooves on the longitudinal edges of the wall panel, the deformation ability of the arc-shaped plate consumes seismic force during earthquakes, reducing the probability of wall panel separation.

Benefits of technology

It effectively reduces the probability of prefabricated building walls being damaged in earthquakes, improves the seismic resistance of the walls, and ensures the stability of the building structure and personnel safety.

✦ Generated by Eureka AI based on patent content.

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Abstract

The invention relates to the technical field of fabricated buildings, in particular to a connecting structure for seismic design of a fabricated building wall, which comprises a first connecting piece, a second connecting piece, a locking piece and a driving piece, in the process that two wallboards are close to each other, the driving piece drives a first arc-shaped plate to be converted from a first state to a second state, and meanwhile, the driving piece drives a second arc-shaped plate to be converted from a first state to a second state; the driving piece drives the second arc-shaped plate to be converted from the fourth state to the third state, when the first arc-shaped plate is converted to the second state and the second arc-shaped plate is converted to the third state, the locking piece locks the first arc-shaped plate and the second arc-shaped plate, and when an earthquake occurs, the earthquake can cause the wall to shake, so that the wall is protected. When the earthquake occurs, the two adjacent wallboards tend to be away from each other, at the moment, the first arc-shaped plate and the second arc-shaped plate which can deform deform, so that the force of the earthquake acting on the wallboards is consumed, and the probability that the two adjacent wallboards are separated is reduced.
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Description

Technical Field

[0001] The present invention relates to the technical field of prefabricated buildings, and particularly to a connection structure for seismic design of prefabricated building walls. Background Art

[0002] Prefabricated buildings have been widely used due to their advantages such as high efficiency and environmental protection. The connection structure of prefabricated building walls is a key part to ensure the overall stability and safety of the building. At present, most of the connection structures of prefabricated building walls adopt rigid connection methods. This kind of connection may be able to maintain the relative position stability of the walls during daily use, but in the face of natural disasters such as earthquakes, the ground will shake violently, and the building structure will then bear a strong seismic force. Due to the lack of sufficient deformation ability and buffer space in rigid connection, the walls are difficult to adjust their postures flexibly in response to the seismic shaking. When affected by seismic shaking, the forces on each part of the wall change sharply and are unevenly distributed. The rigid connection cannot effectively disperse and relieve this stress concentration, resulting in the pressure borne by the wall itself far exceeding its designed load-bearing limit, causing the wall to be extremely prone to cracks. As the cracks increase and expand, the integrity and load-bearing capacity of the wall are greatly reduced, which not only easily leads to the complete destruction of the building structure, but also poses a great threat to the lives of the people inside the building, and at the same time brings huge property losses. Summary of the Invention

[0003] The present invention provides a connection structure for seismic design of prefabricated building walls to solve the problem of low seismic performance of the existing connection of prefabricated building walls.

[0004] The following technical solutions are adopted for a connection structure for seismic design of prefabricated building walls of the present invention: A connection structure for seismic design of prefabricated building walls includes a first connecting member, a second connecting member, a locking member and a driving member.

[0005] The wall includes a plurality of wall panels. One edge of the wall panel is provided with a first installation groove, and the other edge of the wall panel is provided with a second installation groove. The first installation groove and the second installation groove are arranged in parallel. The first connecting piece includes a first arc-shaped plate which can be deformed. The first arc-shaped plate has a first state with an upward bulge and a second state with a downward bulge. The first arc-shaped plate is arranged in the first installation groove. The second connecting piece includes a second arc-shaped plate which can be deformed. In the vertical direction, the second arc-shaped plate is located below the first arc-shaped plate. The second arc-shaped plate has a third state with an upward bulge and a fourth state with a downward bulge. The second arc-shaped plate is arranged in the second installation groove. Initially set, the first arc-shaped plate is in the first state, and the second arc-shaped plate is in the fourth state. The driving piece can drive the first arc-shaped plate to change from the first state to the second state when the two wall panels approach each other, and the driving piece can also drive the second arc-shaped plate to change from the fourth state to the third state when the two wall panels approach each other. The locking piece is used to lock the first arc-shaped plate and the second arc-shaped plate when the first arc-shaped plate is in the second state and the second arc-shaped plate is in the third state.

[0006] Further, the first connecting piece further includes a first installation plate which is horizontally and fixedly arranged in the first installation groove. A first limiting groove penetrating up and down is arranged on the first installation plate. The first arc-shaped plate is arranged in the first limiting groove. Two first connecting rods are fixedly connected to the first arc-shaped plate. The two first connecting rods are at the same horizontal height. The first connecting rod is rotatably connected to the side wall of the first limiting groove.

[0007] Further, the second connecting piece further includes a second installation plate which is horizontally and fixedly arranged in the second installation groove. A second limiting groove penetrating up and down is arranged on the second installation plate. The second arc-shaped plate is arranged in the second limiting groove. Two second connecting rods are fixedly connected to the second arc-shaped plate. The two second connecting rods are at the same horizontal height. The second connecting rod is rotatably connected to the side wall of the second limiting groove.

[0008] Further, the driving piece includes a first driving plate and a second driving plate. The first driving plate is horizontally and fixedly arranged in the first installation groove, and the second driving plate is horizontally and fixedly arranged in the second installation groove. In the vertical direction, the first driving plate is located below the second installation plate, and the second driving plate is arranged above the first installation plate. When the two wall panels approach each other, the first driving plate squeezes the second arc-shaped plate, and the second driving plate squeezes the first arc-shaped plate.

[0009] Furthermore, the locking member includes a locking block which is arranged in an ellipsoidal shape. A first locking groove penetrating through the upper and lower side walls is provided in the middle of the first arc-shaped plate, and a second locking groove penetrating through the upper and lower side walls is provided in the middle of the second arc-shaped plate. The locking block is arranged in the first locking groove. When the first arc-shaped plate is in the second state and the second arc-shaped plate is in the third state, the locking block is simultaneously in the first locking groove and the second locking groove.

[0010] Furthermore, the locking member further includes a positioning groove and a positioning protrusion. There are two positioning grooves which are coaxially arranged on the locking block. The locking block has a major axis and a minor axis. The connection line of the two positioning grooves passes through the plane where the major axis is located, and the positioning grooves are arranged near one end of the locking block; there are two positioning protrusions which are coaxially and fixedly arranged in the first locking groove. Each positioning protrusion can enter one of the positioning grooves; when the first arc-shaped plate is in the first state, the major axis is in a horizontal state, and the first locking groove restricts the locking block from rotating around the positioning protrusion.

[0011] Furthermore, the locking member further includes a driving torsion spring and a mounting shaft. A driving groove is provided inside the locking block. The driving groove is coaxially and communicatively arranged with the positioning groove. The mounting shaft is rotatably arranged in the driving groove, and the driving torsion spring is arranged between the outer side wall of the mounting shaft and the inner side wall of the driving groove; in the initial state, the driving torsion spring is in a state of storing energy.

[0012] Furthermore, a plugging groove is provided at the end of the mounting shaft, and a plugging block is provided at the end of the positioning protrusion. When the positioning protrusion enters the positioning groove, the plugging block can enter the plugging groove.

[0013] Furthermore, multiple groups of the first connecting members are provided, and the multiple groups of the first connecting members are evenly spaced along the length direction of the first mounting groove; multiple groups of the second connecting members are provided, and the multiple groups of the second connecting members are evenly spaced along the length direction of the second mounting groove. Each group of the second connecting members is correspondingly arranged with a group of the first connecting members.

[0014] Furthermore, a separating block is provided on the wall panel. When the two wall panels are in mutual abutment, the separating blocks on the two wall panels are spaced apart by a first preset distance.

[0015] The beneficial effects of the present invention are as follows: A connection structure for seismic design of prefabricated building walls according to the present invention includes a first connecting member, a second connecting member, a locking member, and a driving member. In a prefabricated building, the wall is formed by splicing multiple wall panels. By providing a first installation groove and a second installation groove at the longitudinal edges of the wall panels, when two wall panels are spliced, the first installation groove of one wall panel and the second installation groove of the adjacent wall panel are in a communicating state. The first arc-shaped plate in the first connecting member is arranged in the first installation groove, and the second arc-shaped plate in the second connecting member is arranged in the second installation groove. Both the first arc-shaped plate and the second arc-shaped plate can deform. Initially, the first arc-shaped plate is set in a first state of bulging upward, and the second arc-shaped plate is set in a fourth state of bulging downward. During the process of the two wall panels approaching each other, the driving member drives the first arc-shaped plate to change from the first state to the second state. At the same time, the driving member drives the second arc-shaped plate to change from the fourth state to the third state. When the first arc-shaped plate changes to the second state and the second arc-shaped plate changes to the third state, the locking member locks the first arc-shaped plate and the second arc-shaped plate. During an earthquake, the earthquake will cause the wall to shake, and adjacent two wall panels tend to move away from each other. At this time, the deformable first arc-shaped plate and second arc-shaped plate deform, thereby consuming the force exerted by the earthquake on the wall panels, and further reducing the probability of separation between adjacent two wall panels. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] In order to more clearly illustrate the technical solutions in the embodiments of the present invention or the prior art, the following will briefly introduce the drawings required for use in the description of the embodiments or the prior art. Obviously, the following drawings are only some embodiments of the present invention. For those of ordinary skill in the art, without creative efforts, other drawings can also be obtained based on these drawings.

[0017] Figure 1 It is a state diagram of a connection structure for seismic design of prefabricated building walls provided by an embodiment of the present invention applied in a prefabricated building; Figure 2 For Figure 1 a side view of the structure shown; Figure 3 For Figure 2 a cross-sectional view taken along the A-A direction in Figure 4 For Figure 3 a partial enlarged view at B in Figure 5 For Figure 3 a partial enlarged view at C in Figure 6 It is a schematic structural diagram of a connection structure for seismic design of prefabricated building walls provided by an embodiment of the present invention after being sectioned; Figure 7 ForFigure 6 Partial enlarged view at position D in the [Chinese context].

[0018] In the figure: 110, floor; 120, top plate; 130, support rod; 140, wall panel; 150, separation block; 160, first installation groove; 170, second installation groove; 210, first arc-shaped plate; 211, first connecting rod; 212, first locking groove; 220, second arc-shaped plate; 221, second connecting rod; 222, second locking groove; 230, first installation plate; 240, second installation plate; 310, first driving plate; 320, second driving plate; 330, locking block; 340, positioning protrusion; 350, installation shaft. Specific implementation manner

[0019] Next, the technical solutions in the embodiments of the present invention will be clearly and completely described in conjunction with the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only a part of the embodiments of the present invention, rather than all the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative efforts shall fall within the protection scope of the present invention.

[0020] The serial numbers assigned to the components herein, such as "first", "second", etc., are only used to distinguish the described objects and do not have any sequential or technical meanings. And the "connection" and "coupling" mentioned in this application, unless otherwise specifically stated, both include direct and indirect connections (couplings). In the description of the present invention, it should be understood that the orientation or positional relationship indicated by the terms "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", etc. is based on the orientation or positional relationship shown in the drawings, and is only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as a limitation to the present invention.

[0021] In the present invention, unless otherwise clearly defined and limited, the first feature being "on" or "under" the second feature may be that the first and second features are in direct contact, or the first and second features are in indirect contact through an intermediate medium. Moreover, the first feature being "above", "over" and "on" the second feature may be that the first feature is directly above or obliquely above the second feature, or simply means that the first feature has a higher horizontal height than the second feature. The first feature being "under", "beneath" and "under" the second feature may be that the first feature is directly below or obliquely below the second feature, or simply means that the first feature has a lower horizontal height than the second feature.

[0022] Such as Figures 1 to 7As shown in the figure, a connection structure for seismic design of prefabricated building walls provided by an embodiment of the present invention includes a first connector, a second connector, a locking member, and a driving member.

[0023] In a prefabricated building, there are a floor 110, a ceiling 120, and walls. The floor 110 is horizontally arranged on the ground. Multiple support rods 130 can be connected to the floor 110. The support rods 130 are vertically arranged. The ceiling 120 is fixedly connected to the support rods 130. The floor 110, the support rods 130, and the ceiling 120 form the framework of the prefabricated building. The walls are arranged between the floor 110 and the ceiling 120. Among them, the walls include multiple wall panels 140. A first installation groove 160 is arranged on one longitudinal edge of the wall panel 140, and a second installation groove 170 is arranged on the other longitudinal edge of the wall panel 140. On the same wall panel 140, the openings of the first installation groove 160 and the second installation groove 170 are arranged away from each other, and the first installation groove 160 and the second installation groove 170 are in a parallel state. Further, a sliding groove is arranged on the floor 110. The lower end of the wall panel 140 can be placed in the sliding groove, and the wall panel 140 can slide along the sliding groove, so as to facilitate arranging the wall panel 140 between the floor 110 and the ceiling 120.

[0024] The first connector includes a first arc-shaped plate 210. The first arc-shaped plate 210 can deform and has elasticity. The first arc-shaped plate 210 has a first state with an upward bulge and a second state with a downward bulge. The first arc-shaped plate 210 is arranged in the first installation groove 160. When the wall panel 140 is in a vertical state, the first arc-shaped plate 210 has a horizontal first critical state. In the initial state, adjacent two wall panels 140 are not in a state of being close to and abutting against each other, and the first arc-shaped plate 210 is in the first state. When a downward extrusion force is applied to the first arc-shaped plate 210, the first arc-shaped plate 210 first deforms to the first critical state. As the first arc-shaped plate 210 is further extruded, the first arc-shaped plate 210 can actively and quickly deform to the second state.

[0025] The second connecting member includes a second arc-shaped plate 220. The second arc-shaped plate 220 can be deformed and has elasticity. The second arc-shaped plate 220 has a third state with an upward bulge and a fourth state with a downward bulge. The second arc-shaped plate 220 is arranged in the second installation groove 170. When the wall panel 140 is in a vertical state, the second arc-shaped plate 220 is below the first arc-shaped plate 210. And the second arc-shaped plate 220 has a horizontal second critical state. In the initial state, two adjacent wall panels 140 are not in a state of being close to and abutting against each other. The second arc-shaped plate 220 is in the fourth state, and the bulging direction of the second arc-shaped plate 220 is opposite to that of the first arc-shaped plate 210. When an upward extrusion force is applied to the second arc-shaped plate 220, the second arc-shaped plate 220 first deforms to the second critical state. As the second arc-shaped plate 220 is further extruded, the second arc-shaped plate 220 can actively and quickly deform to the third state.

[0026] The driving member can drive the first arc-shaped plate 210 to change from the first state to the second state when the two wall panels 140 approach each other. The driving member can also drive the second arc-shaped plate 220 to change from the fourth state to the third state when the two wall panels 140 approach each other. Further, when the two wall panels 140 abut against each other, the first installation groove 160 and the second installation groove 170 communicate with each other. The driving member drives the first arc-shaped plate 210 and the second arc-shaped plate 220 simultaneously, so that the middle parts of the first arc-shaped plate 210 and the second arc-shaped plate 220 are in a close state. The locking member is used to lock the first arc-shaped plate 210 and the second arc-shaped plate 220 when the first arc-shaped plate 210 is in the second state and the second arc-shaped plate 220 is in the third state. When the middle parts of the first arc-shaped plate 210 and the second arc-shaped plate 220 are in a close state, the locking member is used to lock the first arc-shaped plate 210 and the second arc-shaped plate 220. Since the first arc-shaped plate 210 is arranged in the first installation groove 160 and the second arc-shaped plate 220 is arranged in the second installation groove 170, the first arc-shaped plate 210 and the second arc-shaped plate 220 are locked by the locking member, thereby fixing the splicing part of the two wall panels 140. Then, during an earthquake, the earthquake will cause the wall to shake, and two adjacent wall panels 140 tend to move away from each other. At this time, the deformable first arc-shaped plate 210 and second arc-shaped plate 220 deform, thereby consuming the force of the earthquake acting on the wall panel 140, and further reducing the probability of separation of two adjacent wall panels 140.

[0027] A connecting structure for seismic design of prefabricated building walls according to the present invention. In a prefabricated building, a wall is formed by splicing a plurality of wall panels 140. By providing a first installation groove 160 and a second installation groove 170 at the longitudinal edges of the wall panel 140, when two wall panels 140 are spliced, the first installation groove 160 of one wall panel 140 and the second installation groove 170 of the adjacent wall panel 140 are in a communicating state. The first arc-shaped plate 210 in the first connecting member is arranged in the first installation groove 160, and the second arc-shaped plate 220 in the second connecting member is arranged in the second installation groove 170. Both the first arc-shaped plate 210 and the second arc-shaped plate 220 can deform. Initially, the first arc-shaped plate 210 is set in a first state of bulging upward, and the second arc-shaped plate 220 is set in a fourth state of bulging downward. During the process of the two wall panels 140 approaching each other, the driving member drives the first arc-shaped plate 210 to change from the first state to the second state. At the same time, the driving member drives the second arc-shaped plate 220 to change from the fourth state to the third state. When the first arc-shaped plate 210 changes to the second state and the second arc-shaped plate 220 changes to the third state, the locking member locks the first arc-shaped plate 210 and the second arc-shaped plate 220. During an earthquake, the earthquake will cause the wall to shake, and adjacent two wall panels 140 tend to move away from each other. At this time, the deformable first arc-shaped plate 210 and second arc-shaped plate 220 deform, thereby consuming the force exerted by the earthquake on the wall panel 140, and further reducing the probability of separation between adjacent two wall panels 140.

[0028] In one embodiment, the first connecting member further includes a first mounting plate 230. The first mounting plate 230 is fixedly arranged in the first installation groove 160. When the wall panel 140 is in a vertical state, the first mounting plate 230 is in a horizontal state in the first installation groove 160. The first mounting plate 230 is provided with a first limiting groove penetrating up and down. The first arc-shaped plate 210 is arranged in the first limiting groove to ensure that the first arc-shaped plate 210 can deform smoothly on the first mounting plate 230. By providing the first mounting plate 230, an installation basis is provided for the first arc-shaped plate 210. Two first connecting rods 211 are fixedly connected to the first arc-shaped plate 210. The two first connecting rods 211 are arranged at intervals. The first connecting rods 211 do not interfere with the deformation of the first arc-shaped plate 210. The two first connecting rods 211 are at the same horizontal height. The first connecting rods 211 are rotatably connected to the side wall of the first limiting groove. By providing the first connecting rods 211, it is ensured that the connection between the first arc-shaped plate 210 and the first mounting plate 230 does not hinder the deformation of the first arc-shaped plate 210.

[0029] In one embodiment, the second connecting member further includes a second mounting plate 240 which is fixedly disposed in the second mounting groove 170. When the wall panel 140 is in a vertical state, the second mounting plate 240 is in a horizontal state within the second mounting groove 170. The second mounting plate 240 is provided with a second limiting groove penetrating up and down, and the second arc-shaped plate 220 is disposed in the second limiting groove to ensure that the second arc-shaped plate 220 can deform smoothly on the second mounting plate 240. By providing the second mounting plate 240, a mounting foundation is provided for the second arc-shaped plate 220. Two second connecting rods 221 are fixedly connected to the second arc-shaped plate 220. The two second connecting rods 221 are spaced apart. The second connecting rods 221 do not interfere with the deformation of the second arc-shaped plate 220. The two second connecting rods 221 are at the same horizontal height, and the second connecting rods 221 are rotatably connected to the side wall of the second limiting groove. By providing the second connecting rods 221, it is ensured that the connection between the second arc-shaped plate 220 and the second mounting plate 240 does not hinder the deformation of the first arc-shaped plate 210.

[0030] In one embodiment, the driving member includes a first driving plate 310 and a second driving plate 320. The first driving plate 310 is horizontally and fixedly disposed in the first mounting groove 160, and the second driving plate 320 is horizontally and fixedly disposed in the second mounting groove 170. When two adjacent wall panels 140 are both disposed in the sliding groove, in the vertical direction, the first driving plate 310 is below the second mounting plate 240, and the second driving plate 320 is above the first mounting plate 230. When the two wall panels 140 approach each other, the first driving plate 310 presses against the lower end surface of the second arc-shaped plate 220, causing the second arc-shaped plate 220 to change from the fourth state to the third state, and the second driving plate 320 presses against the upper end surface of the first arc-shaped plate 210, causing the first arc-shaped plate 210 to change from the first state to the second state. By providing the first driving plate 310 and the second driving plate 320, during the process of the two wall panels 140 approaching each other, it is ensured that the first arc-shaped plate 210 and the second arc-shaped plate 220 can smoothly change their states.

[0031] In one embodiment, the locking member includes a locking block 330, which is arranged in an ellipsoidal shape. A first locking groove 212 penetrating the upper and lower side walls is provided in the middle of the first arc-shaped plate 210, and a second locking groove 222 penetrating the upper and lower side walls is provided in the middle of the second arc-shaped plate 220. The locking block 330 is arranged in the first locking groove 212 and can rotate in the first locking groove 212. In the initial state, the first locking groove 212 hinders the rotation of the locking block 330. During the deformation process of the first arc-shaped plate 210 from the first state to the second state, the first locking groove 212 releases the hindrance to the rotation of the locking block 330. When the locking block 330 rotates, the locking block 330 can enter the second locking groove 222. Further, when the first arc-shaped plate 210 is in the second state and the second arc-shaped plate 220 is in the third state, the locking block 330 is simultaneously in the first locking groove 212 and the second locking groove 222, and then the locking block 330 completes the fixation of the first arc-shaped plate 210 and the second arc-shaped plate 220.

[0032] In one embodiment, the locking member further includes positioning grooves and a positioning protrusion 340. There are two positioning grooves, which are coaxially arranged on the locking block 330, and the opening directions of the two positioning grooves are opposite. Since the locking block 330 is ellipsoidal, the locking block 330 has a major axis and a minor axis. The connection line of the two positioning grooves passes through the plane where the major axis is located. In the initial state, the wall panel 140 is in a vertical state, the major axis of the locking block 330 is in a horizontal state, the minor axis of the locking block 330 is in a vertical state, and the connection line of the two positioning grooves passes through the plane where the major axis is located. The connection line of the two positioning grooves is not in the same plane as the vertical plane where the longitudinal axis is located, that is, the positioning grooves are arranged at the ends close to the major axis direction of the locking block 330. Further, there are two positioning protrusions 340, which are fixedly arranged on the side wall of the first locking groove 212, and the two positioning protrusions 340 are coaxially arranged. When the first arc-shaped plate 210 is in the first state, the staff can press the locking block 330 into the first locking groove 212, and each positioning protrusion 340 can enter one of the first locking grooves 212.

[0033] Further, when the first arc-shaped plate 210 is in the first state, the long axis is in the horizontal state, and the first locking groove 212 restricts the locking block 330 from rotating around the positioning protrusion 340. Specifically, when the first arc-shaped plate 210 is in the first critical state, the top view projection of the first locking groove 212 is elliptical, the long axis of the first locking groove 212 is equal to the long axis of the locking block 330, and the short axis of the first locking groove 212 is equal to the short axis of the locking block 330. In this state, the locking block 330 can rotate arbitrarily within the first locking groove 212. When the first arc-shaped plate 210 is in the first state, the first arc-shaped plate 210 deforms, and the first locking groove 212 also deforms. At this time, the first locking groove 212 hinders the rotation of the locking block 330, thereby ensuring that the locking block 330 remains stationary in the initial state.

[0034] In one embodiment, both the first arc-shaped plate 210 and the second arc-shaped plate 220 are provided as semi-ellipsoidal. When the first locking groove 212 is provided on the first arc-shaped plate 210, it is ensured that the thickness of the edge of the first locking groove 212 is the same, thereby ensuring that when the first arc-shaped plate 210 is in the first state, the side wall of the first locking groove 212 can uniformly squeeze the locking block 330, so that the locking block 330 maintains a stable state. Further, by making the second arc-shaped plate 220 have the same contour as the first arc-shaped plate 210, it is convenient for the locking block 330 to smoothly enter the second locking groove 222 after rotating in the first locking groove 212.

[0035] In one embodiment, the locking member further includes a driving torsion spring and a mounting shaft 350. A driving groove is provided inside the locking block 330. The driving groove is coaxially and communicatively provided with the positioning groove. The mounting shaft 350 is rotatably provided in the driving groove. The mounting shaft 350 and the first mounting plate 230 always remain relatively stationary. The driving torsion spring is provided between the outer side wall of the mounting shaft 350 and the inner side wall of the driving groove; in the initial state, the driving torsion spring is in a state of storing energy, and the restoring force of the driving torsion spring can drive the locking block 330 to rotate in the first locking groove 212. Since in the initial state, the first arc-shaped plate 210 is in the first state of bulging upward, the side wall of the first locking groove 212 hinders the rotation of the locking block 330, thereby enabling the driving torsion spring to stably remain in the state of storing energy initially.

[0036] In one embodiment, a plugging groove is provided at the end of the mounting shaft 350, and a plugging block is provided at the end of the positioning protrusion 340. When the positioning protrusion 340 enters the positioning groove, the plugging block can enter the plugging groove. By providing the plugging block and the plugging groove, during the deformation process of the first arc-shaped plate 210, the mounting shaft 350 and the first mounting plate 230 can remain relatively stationary.

[0037] In one embodiment, multiple groups of first connectors are provided, and the multiple groups of first connectors are evenly spaced along the length direction of the first installation groove 160; multiple groups of second connectors are provided, and the multiple groups of second connectors are evenly spaced along the length direction of the second installation groove 170. Each group of second connectors is correspondingly arranged with a group of first connectors. By providing multiple groups of first connectors and multiple groups of second connectors, the connection stability between two adjacent wall panels 140 is enhanced.

[0038] In one embodiment, two separation blocks 150 are provided on the wall panel 140, and the two separation blocks 150 are spaced apart. When the two wall panels 140 are in contact with each other, the separation blocks 150 on the two wall panels 140 are spaced apart by a first preset distance. The first preset distance is a parameter set manually. When it is necessary to separate the two wall panels 140, workers can insert tools such as crowbars into the gap between the two separation blocks 150, thereby improving the convenience of separating the two wall panels 140 and further reducing the probability of damage to the wall panels 140 when separating the two wall panels 140.

[0039] The above are only the preferred embodiments of the present invention and are not intended to limit the present invention. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention shall be included in the protection scope of the present invention.

Claims

1. A connection structure for seismic design of prefabricated building walls, characterized in that: It includes a first connecting member, a second connecting member, a locking member and a driving member; The wall body comprises a plurality of wall panels, one edge of the wall panel is provided with a first mounting groove, another edge of the wall panel is provided with a second mounting groove, and the first mounting groove and the second mounting groove are arranged in parallel; The first connecting member includes a first arc-shaped plate, the first arc-shaped plate can be deformed, and the first arc-shaped plate has a first state of bulging upward and a second state of bulging downward; the first arc-shaped plate is arranged in the first mounting groove; The second connecting member includes a second curved plate, which can be deformed. In the vertical direction, the second curved plate is below the first curved plate; the second curved plate has a third state of bulging upward and a fourth state of bulging downward; the second curved plate is arranged in the second mounting groove; initially, the first curved plate is in the first state, and the second curved plate is in the fourth state; The driving member can drive the first curved plate to change from the first state to the second state when the two wall panels are close to each other, and the driving member can also drive the second curved plate to change from the fourth state to the third state when the two wall panels are close to each other; The locking member is used to lock the first arc-shaped plate and the second arc-shaped plate when the first arc-shaped plate is in the second state and the second arc-shaped plate is in the third state.

2. The connection structure of the seismic-resistant design of the prefabricated building wall according to claim 1 is characterized by: The first connecting member also includes a first mounting plate, which is horizontally fixed in the first mounting groove, and a first limiting groove is provided on the first mounting plate to pass through the first limiting groove. The first arc plate is arranged in the first limiting groove, and two first connecting rods are fixedly connected to the first arc plate, and the two first connecting rods are at the same horizontal height, and the first connecting rod is rotatably connected to the side wall of the first limiting groove.

3. The connection structure of the seismic design of the prefabricated building wall according to claim 2 is characterized by: The second connecting member also includes a second mounting plate, which is horizontally fixed in the second mounting groove, and a second limiting groove is provided on the second mounting plate which passes through the second mounting groove from top to bottom. The second arc plate is arranged in the second limiting groove, and two second connecting rods are fixedly connected to the second arc plate, and the two second connecting rods are at the same horizontal height, and the second connecting rod is rotatably connected to the side wall of the second limiting groove.

4. The connection structure of the seismic design of the prefabricated building wall according to claim 3 is characterized by: The driving member includes a first driving plate and a second driving plate, the first driving plate is horizontally fixedly arranged in the first mounting groove, and the second driving plate is horizontally fixedly arranged in the second mounting groove, in the vertical direction, the first driving plate is below the second mounting plate, and the second driving plate is arranged above the first mounting plate; when the two wall panels are close to each other, the first driving plate squeezes the second curved plate, and the second driving plate squeezes the first curved plate.

5. The connection structure of the seismic design of the prefabricated building wall according to claim 1 is characterized by: The locking member includes a locking block, which is arranged in an ellipsoid shape. A first locking groove penetrating the upper and lower side walls is arranged in the middle of the first arc plate, and a second locking groove penetrating the upper and lower side walls is arranged in the middle of the second arc plate. The locking block is arranged in the first locking groove. When the first arc plate is in the second state and the second arc plate is in the third state, the locking block is simultaneously in the first locking groove and the second locking groove.

6. The connection structure of the seismic design of the prefabricated building wall according to claim 5 is characterized by: The locking member also includes a positioning groove and a positioning protrusion, wherein two positioning grooves are provided, and the two positioning grooves are coaxially arranged on the locking block, and the locking block has a major axis and a minor axis, and the connecting line of the two positioning grooves passes through the plane where the major axis is located, and the positioning groove is arranged close to one end of the locking block; there are two positioning protrusions, and the two positioning protrusions are coaxially fixed in the first locking groove, and each positioning protrusion can enter one positioning groove; when the first arc plate is in the first state, the major axis is in a horizontal state, and the first locking groove limits the locking block from rotating around the positioning protrusion.

7. The connection structure of the seismic design of the prefabricated building wall according to claim 6 is characterized by: The locking member also includes a driving torsion spring and an installation shaft. A driving groove is arranged inside the locking block. The driving groove is coaxial with and connected to the positioning groove. The installation shaft is rotatably arranged in the driving groove. The driving torsion spring is arranged between the outer side wall of the installation shaft and the inner side wall of the driving groove. In the initial state, the driving torsion spring is in a force storage state.

8. The connection structure of the seismic design of the prefabricated building wall according to claim 7 is characterized by: The end of the installation shaft is provided with an inserting groove, and the end of the positioning protrusion is provided with an inserting block. When the positioning protrusion enters the positioning groove, the inserting block can enter the inserting groove.

9. The connection structure of the seismic design of the prefabricated building wall according to claim 1, characterized in that: There are multiple groups of first connecting members, which are evenly distributed along the length direction of the first installation groove; there are multiple groups of second connecting members, which are evenly distributed along the length direction of the second installation groove, and each group of second connecting members is corresponding to one group of first connecting members.

10. The connection structure of the seismic-resistant design of the assembled building wall according to claim 1, characterized in that: The wall panels are provided with separation blocks. When the two wall panels are in contact with each other, the separation blocks on the two wall panels are spaced apart by a first preset distance.

Citation Information

Patent Citations

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