Search

CN-224200074-U - Anti-seismic structure of high-rise residential building masonry engineering

CN224200074UCN 224200074 UCN224200074 UCN 224200074UCN-224200074-U

Abstract

The utility model relates to the technical field of high-rise residential masonry engineering and discloses an anti-seismic structure of the high-rise residential masonry engineering, which comprises an anti-seismic frame and anti-seismic components, wherein the anti-seismic frame comprises a support frame and support rods, the four support rods are uniformly and fixedly arranged on the support frame, the anti-seismic components are arranged at the joint of the support frame and the support rods and comprise anti-seismic blocks, anti-seismic grooves and pressure-bearing grooves, the anti-seismic blocks are fixedly arranged at the joint of the support frame and the support rods, the anti-seismic blocks are provided with the anti-seismic grooves, the pressure-bearing grooves are formed in the anti-seismic grooves, the anti-seismic blocks are of isosceles right triangle structures, right-angle faces of the anti-seismic blocks are fixedly connected with the support frame and the support rods, the anti-seismic grooves are of arc structures, the pressure-bearing grooves comprise two connecting parts and pressure-bearing parts, the connecting parts are of an inclined structure, and the shape formed by the two connecting parts and the pressure-bearing parts are arranged outwards in the opening direction. The utility model has simple and reasonable structure and ingenious design, can perform multiple earthquake resistance on the vibration force of the masonry engineering of the high-rise residence, and has better earthquake resistance effect.

Inventors

  • LV DA
  • Peng Housheng
  • CHEN ZHEN
  • XIE YING
  • CHEN ZHIYUAN

Assignees

  • 中国建筑第五工程局有限公司

Dates

Publication Date
20260505
Application Date
20250305

Claims (7)

  1. 1. The earthquake resistant structure for the high-rise residential masonry engineering is characterized by comprising an earthquake resistant frame (1) and an earthquake resistant assembly (2) which are used for the high-rise residential masonry engineering, wherein the earthquake resistant frame (1) comprises a support frame (101) and support rods (102), the four support rods (102) are uniformly and fixedly arranged on the support frame (101), the earthquake resistant assembly (2) is arranged at the joint of the support frame (101) and the support rods (102), the earthquake resistant assembly (2) comprises an earthquake resistant block (201), an earthquake resistant groove (202) and a pressure-bearing groove (203), the earthquake resistant block (201) is fixedly arranged at the joint of the support frame (101) and the support rods (102), the earthquake resistant groove (202) is formed in the earthquake resistant block (201), and the pressure-bearing groove (203) is formed in the earthquake resistant groove (202).
  2. 2. The earthquake-resistant structure of high-rise residential masonry engineering according to claim 1, wherein the earthquake-resistant block (201) is an isosceles right triangle structure, and the right-angle surface of the earthquake-resistant block (201) is fixedly connected with the supporting frame (101) and the supporting rod (102).
  3. 3. The earthquake-resistant structure of high-rise residential masonry engineering according to claim 1, characterized by the fact that said earthquake-resistant channel (202) is of an arc-shaped configuration.
  4. 4. The earthquake-resistant structure of high-rise residential masonry engineering according to claim 1, wherein the pressure-bearing groove (203) comprises two connecting portions (2031) and two pressure-bearing portions (2032), the connecting portions (2031) are of inclined structures, the pressure-bearing portions (2032) are of arc structures, and the opening directions of the shapes formed by the two connecting portions (2031) and the pressure-bearing portions (2032) are arranged outwards.
  5. 5. A high-rise residential masonry engineering seismic structure according to claim 3, characterized by further comprising a buffer assembly (3), said buffer assembly (3) being arranged within said seismic channel (202).
  6. 6. The anti-seismic structure for the high-rise residential masonry engineering according to claim 5, wherein the buffer assembly (3) comprises a U-shaped seat A (301), a U-shaped seat B (302), a rotating plate A (303) and a rotating plate B (304) and buffer sheets (305), the U-shaped seat A (301) and the U-shaped seat B (302) are fixedly arranged in an anti-seismic groove (202), the two rotating plates A (303) are rotationally connected with the U-shaped seat A (301) through a rotating shaft A, the two rotating plates B (304) are rotationally connected with the U-shaped seat B (302) through a rotating shaft B, the rotating plates A (303) and the rotating plates B (304) are rotationally connected through a rotating shaft C, a prismatic structure is formed between the two rotating plates A (303) and the two rotating plates B (304), and the buffer sheets (305) are fixedly arranged on the rotating plates A (303) and the rotating plates B (304).
  7. 7. The earthquake-resistant structure of high-rise residential masonry engineering according to claim 6, wherein said buffer sheets (305) are of an arch-shaped structure, and the arch ends of two said buffer sheets (305) are arranged opposite to each other.

Description

Anti-seismic structure of high-rise residential building masonry engineering Technical Field The utility model relates to the technical field of high-rise residential masonry engineering, in particular to an earthquake-resistant structure of the high-rise residential masonry engineering. Background With the development of energy saving and green building materials, the aerated concrete block is a novel building material which is light, porous, heat-insulating, good in fireproof performance, nailable, sawable, planable and has a certain shock resistance, is widely applied at home and abroad, and is originated in Europe at the end of 19 th century, the production technology of the aerated concrete block at home and abroad is very mature through years of development, the product quality is stable, the production efficiency is high, the production technology of the aerated concrete block in China is started in 60 th of 20 th century, and the aerated concrete block has become the largest aerated concrete block production country and consumer country in the world through years of development. Along with the acceleration of the urban process, high-rise residential buildings are increased increasingly, under the background that natural disasters such as earthquakes frequently happen, the earthquake resistance of the high-rise residential masonry engineering is very important, meanwhile, the popularization of the green construction concept also requires energy conservation and environmental protection in the building construction process, and the influence on the environment is reduced, so that the research on the earthquake resistance measure green construction technology of the high-rise residential masonry engineering has important practical significance, and the earthquake resistance structure of the high-rise residential masonry engineering is provided. Disclosure of utility model Aiming at the defects of the prior art, the utility model provides an earthquake-resistant structure for high-rise residential masonry engineering. The anti-seismic structure for the high-rise residential masonry engineering comprises an anti-seismic frame and anti-seismic components, wherein the anti-seismic frame comprises a support frame and support rods, the four support rods are uniformly and fixedly arranged on the support frame, the anti-seismic components are arranged at the joint of the support frame and the support rods, the anti-seismic components comprise anti-seismic blocks, anti-seismic grooves and pressure-bearing grooves, the anti-seismic blocks are fixedly arranged at the joint of the support frame and the support rods, the anti-seismic grooves are formed in the anti-seismic blocks, and the pressure-bearing grooves are formed in the anti-seismic grooves. Preferably, the anti-seismic block is of an isosceles right triangle structure, and the right-angle surface of the anti-seismic block is fixedly connected with the support frame and the support rod. Preferably, the anti-seismic slot is of an arc-shaped structure. Preferably, the pressure-bearing groove comprises two connecting parts and pressure-bearing parts, the connecting parts are of inclined structures, the pressure-bearing parts are of arc structures, and the opening directions of the shapes formed by the two connecting parts and the pressure-bearing parts are outwards arranged. Preferably, the anti-seismic device further comprises a buffer assembly, wherein the buffer assembly is arranged in the anti-seismic groove. The buffer assembly comprises a U-shaped seat A, U B, a rotating plate A, a rotating plate B and a buffer sheet, wherein the U-shaped seat A and the U-shaped seat B are fixedly arranged in an anti-vibration groove, the two rotating plates A are in rotary connection with the U-shaped seat A through the rotating shaft A, the two rotating plates B are in rotary connection with the U-shaped seat B through the rotating shaft B, the rotating plates A and the rotating plates B are in rotary connection through the rotating shaft C, a prismatic structure is formed between the two rotating plates A and the two rotating plates B, and the buffer sheet is fixedly arranged on the rotating plates A and the rotating plates B. Preferably, the buffer sheet is of an arch structure, and the arch ends of the two buffer sheets are arranged oppositely. Compared with the prior art, the utility model has the following beneficial effects: 1. According to the utility model, the support frame and the support rod are arranged to support the high-rise residential masonry engineering, so that the integral supporting capacity of the high-rise residential masonry engineering can be improved, the support frame and the support rod can be connected by the anti-seismic block, the supporting capacity of the support frame and the support rod can be improved, the anti-seismic area of the anti-seismic block can be improved by the anti-seismic groove, the preliminary anti-seismic effect is