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CN-121992985-A - Earthquake-resistant building structure component and use method thereof

CN121992985ACN 121992985 ACN121992985 ACN 121992985ACN-121992985-A

Abstract

The application discloses an earthquake-resistant building structure component and a use method thereof, and belongs to the field of earthquake-resistant buildings. The vertical damping device comprises a lower base, an upper footstock, a top plate, a height adjusting assembly, a plurality of vertical damping dampers, a sliding chute, a sliding plate and a plurality of supporting rods, wherein the upper footstock is arranged above the lower base, the top plate is arranged between the lower base and the upper footstock, the height adjusting assembly is arranged between the top plate and the upper footstock and used for adjusting the height of the upper footstock, the vertical damping dampers are uniformly and detachably arranged on the lower base, the sliding chute is arranged on the top plate, the sliding plate is slidably arranged on the sliding chute and is required to be detached after being installed, the supporting rods are used for a long time, the supporting rods are supported under the action of the supporting plates, the two supporting rods are enabled to rotate, and the two double-wire rods are enabled to rotate simultaneously under the action of the two pulleys and the belt, so that the sliding block slides, and the height of the upper footstock is adjusted as required under the action of the connecting rods.

Inventors

  • ZHANG ZHONGSHENG
  • XIA JIEYI
  • HUANG HAIQIANG

Assignees

  • 司晨设计集团有限公司

Dates

Publication Date
20260508
Application Date
20260304

Claims (10)

  1. 1. An earthquake-resistant building structure assembly, comprising: A lower base; The upper top seat is arranged above the lower base; The earthquake-resistant building structure component is characterized by further comprising the following components in part by weight: the top plate is arranged between the lower base and the upper top seat; The height adjusting component is arranged between the top plate and the upper top seat and is used for adjusting the height of the upper top seat; the plurality of vertical damping dampers are uniformly and detachably arranged on the lower base; The sliding groove is formed in the top plate; the sliding plate is slidably arranged on the sliding groove and fixedly connected with the vertical shock absorption damper; the sliding rod is fixedly connected between the two inner walls of the sliding groove, and is in sliding installation with the sliding plate, and the sliding plate passes through the sliding plate; The transverse damping damper is fixedly connected to the inner walls of the sliding plate and the sliding groove, and is sleeved on the sliding rod; The first reinforcement rings are arranged on the periphery of the plurality of vertical damping dampers, and first reinforcement grooves corresponding to the vertical damping dampers are formed in the first reinforcement rings; the second reinforcing rings are arranged on the inner peripheries of the plurality of vertical damping dampers, and second reinforcing grooves corresponding to the vertical damping dampers are formed in the second reinforcing rings; The clamping assembly is arranged on the lower base and used for clamping the first reinforcing ring and the second reinforcing ring.
  2. 2. An earthquake-resistant building structure assembly according to claim 1, characterized in that: The height adjusting assembly comprises two groups of connecting seats, each group of connecting seats is fixedly connected to the top plate, the two groups of connecting seats are arranged between the corresponding two connecting seats in a rotating mode, the two screw grooves on the two-way screw rods are connected with sliding blocks in a threaded mode respectively in opposite directions, the sliding blocks are slidably mounted on the top plate, connecting rods are hinged between the sliding blocks and the upper top seat, and a linkage assembly is arranged between the two-way screw rods.
  3. 3. An earthquake-resistant building structure assembly according to claim 2, characterized in that: the linkage assembly comprises two belt pulleys and a belt, wherein the two belt pulleys are fixedly connected to the two bidirectional screw rods respectively, and the two belt pulleys are installed between the two belt pulleys in a transmission manner.
  4. 4. An earthquake-resistant building structure assembly according to claim 2, characterized in that: one of the two-way screw rods is fixedly connected with a disc, and the centrifugal end of the disc is fixedly connected with a crank.
  5. 5. An earthquake-resistant building structure assembly according to claim 1, characterized in that: the clamping assembly comprises a clamping rod, connecting plates are fixedly connected to the first reinforcing ring and the second reinforcing ring respectively, a mounting groove is formed in the lower base, the connecting plates are slidably mounted in the mounting groove, mounting seats are fixedly connected to the mounting grooves, sleeves are fixedly connected to the mounting seats, the clamping rod is slidably mounted on the sleeves, fixing springs are fixedly connected between the clamping rod and the inner walls of the sleeves, clamping grooves are formed in the connecting plates, inclined surfaces are formed in one ends of the clamping rod, and the directions of the two inclined surfaces are opposite.
  6. 6. An earthquake-resistant building structure assembly according to claim 1, characterized in that: The lower base is provided with a placing groove, the vertical shock absorption damper is arranged on the placing groove, the vertical shock absorption damper is fixedly connected with a connecting sheet, and a fixing bolt is connected between the connecting sheet and the lower base in a threaded manner.
  7. 7. An earthquake-resistant building structure assembly as set forth in claim 6, wherein: and two fixing bolts and two connecting sheets are arranged on each vertical shock absorption damper.
  8. 8. An earthquake-resistant building structure assembly according to claim 1, characterized in that: the guide device is arranged between the top plate and the upper top seat and comprises a guide cylinder, a guide rod is slidably arranged on the guide cylinder, and the guide rod is fixedly connected with the upper top seat.
  9. 9. An earthquake-resistant building structure assembly according to claim 1, characterized in that: The first reinforcing ring is uniformly fixedly connected with a supporting rod, the supporting rod is obliquely arranged, and the lower base is fixedly connected with a supporting plate corresponding to the supporting rod.
  10. 10. A method of using a seismic building structure assembly comprising the seismic building structure assembly of any one of claims 1-9, comprising the steps of: S1, firstly, mounting a lower base on a corresponding position, and then mounting a first reinforcing ring and a first reinforcing ring; S2, inserting the connecting plates on the first reinforcing ring and the second reinforcing ring into the mounting groove, when the connecting plates start to contact with the clamping connecting rods, abutting against the clamping connecting rods under the action of the inclined surfaces on the clamping grooves, so that the clamping connecting rods move and slide with the inclined surfaces of the connecting plates, and when the clamping connecting rods correspond to the clamping grooves, extruding the clamping connecting rods under the action of the fixing springs to enable the clamping connecting rods to be automatically clamped on the clamping grooves, so that the first reinforcing ring and the second reinforcing ring are stably fixed; S3, inserting the vertical damping damper into the placing groove, and then fixing the connecting sheet onto the lower base through the fixing bolt, so that the vertical damping damper is fixed well, and meanwhile, the sliding plate, the top plate and the upper top seat are installed well; And S4, rotating the crank to enable the disc to rotate, enabling the bidirectional screw rod to rotate, enabling the two double-wire screw rods to simultaneously rotate under the action of the two belt pulleys and the belt, enabling the sliding block to slide, and adjusting the height of the upper top seat according to the requirement under the action of the connecting rod.

Description

Earthquake-resistant building structure component and use method thereof Technical Field The application relates to the field of earthquake-resistant buildings, in particular to an earthquake-resistant building structure component and a use method thereof. Background Earthquake, also known as earth movement, is vibration caused in the process of rapidly releasing energy from the crust, During which a natural phenomenon of seismic waves occurs, roughly classified into longitudinal seismic waves and transverse seismic waves, in which the destructive power of the transverse seismic waves is maximized. The structure of product can refer to an antidetonation building structure subassembly that is disclosed in chinese patent literature 202211173355.1 relates to antidetonation structure subassembly technical field, including the bottom plate, the top side of bottom plate is equipped with first backup pad and second backup pad in proper order, the bottom plate with between the first backup pad, between the first backup pad and the second backup pad all install slide mechanism, and be located the bottom plate with between the first backup pad slide mechanism with be located between the first backup pad slide mechanism's slip direction is mutually perpendicular and arranges. In the invention, when an earthquake occurs, the sliding mechanism between the bottom plate and the first supporting plate and the sliding mechanism between the first supporting plate and the second supporting plate can slide horizontally for a certain distance along any direction, so that the horizontal energy fluctuation caused by the earthquake wave can be absorbed, and the top plate slides in a certain range along the up-down direction through the vertical sliding column, so that the vertical energy caused by the earthquake wave can be absorbed. The damping effect is achieved by arranging the damping damper, but the damping damper is generally installed in a welding or fixing bolt mode in the patent, so that the damping damper can be primarily fixed, the damping damper has no reinforcing effect, and the stability of the damping damper cannot be optimized. An earthquake-resistant building structure assembly and a method of use are now provided. Disclosure of Invention The summary of the application is provided to introduce a selection of concepts in a simplified form that are further described below in the detailed description. The summary of the application is not intended to identify key features or essential features of the claimed subject matter, nor is it intended to be used to limit the scope of the claimed subject matter. In order to solve the technical problems mentioned in the background art, some embodiments of the application provide an earthquake-resistant building structure assembly and a use method thereof, wherein the earthquake-resistant building structure assembly comprises a lower base, an upper footstock arranged above the lower base, a top plate arranged between the lower base and the upper footstock, a height adjusting assembly arranged between the top plate and the upper footstock and used for adjusting the height of the upper footstock, a plurality of vertical shock-absorbing dampers uniformly and detachably arranged on the lower base, a sliding groove arranged on the top plate, a sliding plate slidably arranged on the sliding groove and fixedly connected with the vertical shock-absorbing dampers, a sliding rod fixedly connected between two inner walls of the sliding groove and slidably arranged with the sliding plate, a transverse shock-absorbing damper fixedly connected on the sliding plate and the inner walls of the sliding groove and sleeved on the sliding rod, a first reinforcing ring arranged on the periphery of the plurality of vertical shock-absorbing dampers and provided with first reinforcing grooves corresponding to the vertical shock-absorbing dampers, a second reinforcing ring arranged in the plurality of vertical shock-absorbing dampers and provided with reinforcing rings corresponding to the first reinforcing grooves and the second reinforcing rings arranged on the vertical shock-absorbing damper. When needs are installed, can install the lower base on the position that corresponds earlier, install first stiffening ring and first stiffening ring, insert the mounting groove with first stiffening ring and second stiffening ring upper junction plate, when the connecting plate begins to contact with the clamping rod, under the effect of clamping groove upper slope, thereby the clamping rod is contradicted, thereby make the clamping rod remove, and make the clamping rod slide with the inclined plane of connecting plate, when clamping rod corresponds with the clamping groove, under fixing spring's effect, extrusion clamping rod makes its automatic joint connect on the clamping groove, thereby the stable first stiffening ring of fixing and second stiffening ring, then insert the standing groove with vertical shoc