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CN-224200084-U - Gravity type damping wall

CN224200084UCN 224200084 UCN224200084 UCN 224200084UCN-224200084-U

Abstract

The utility model relates to a gravity type damping wall, which comprises an upper structural beam, wherein a lower structural beam is arranged right below the upper structural beam, a damping component is arranged between the upper structural beam and the lower structural beam, the damping component is used for improving the shock resistance of a wall body, the damping component comprises an upper gravity wall body and a lower supporting wall body which are arranged between the upper structural beam and the lower structural beam, a middle damping structure which is arranged above the lower supporting wall body is arranged below the upper gravity wall body, a lower fixed sliding rail is fixedly arranged at the top of the upper gravity wall body in a penetrating manner, the problems of high requirement on the traditional construction precision and limited construction layout can be solved through the use of the damping component, the use of special embedded parts can be reduced, the construction and installation process is simple, the construction cost is reduced, the support structure is convenient to install in a hole, the adaptability of the building function is improved, the applicability of the damping wall structure is improved, and a better damping effect is achieved.

Inventors

  • ZOU HANG
  • QIN LEI
  • Yu Jinkao
  • WANG CHUNFANG
  • ZHANG YANMEI
  • WANG XIAONAN

Assignees

  • 河北安厦新材料科技有限公司

Dates

Publication Date
20260505
Application Date
20250603

Claims (7)

  1. 1. A gravity type shock absorbing damping wall, comprising: an upper structural beam (1), wherein a lower structural beam (2) is arranged right below the upper structural beam (1); Damping module (3), damping module (3) are installed go up between structure roof beam (1) with lower structure roof beam (2), damping module (3) are used for improving the shock resistance of wall body, damping module (3) are including installing upper portion gravity wall body (301) and lower part supporting wall body (302) between last structure roof beam (1) with lower structure roof beam (2), intermediate damping structure (303) that are located lower part supporting wall body (302) top are installed to the below of upper portion gravity wall body (301), fixed slide rail (304) down have been worn to the top of upper portion gravity wall body (301), fixed slide rail (305) down have been worn down to fixed slide rail (304) inside, the top of adjusting height pole (305) is fixed to be installed down and wears to establish upper height adjusting rod (306) of upper structure roof beam (1) below, the outside cover of upper height adjusting rod (306) is equipped with and wears to establish upper limit slide rail (307) of upper structure roof beam (1) bottom surface, lower part supporting wall body (302) is installed on the wall body of lower part (2).
  2. 2. A gravity damping wall according to claim 1, characterised in that the intermediate damping structure (303) is one of a layer of viscoelastic material, a friction damper or a metal yielding damper.
  3. 3. The gravity type shock absorption damping wall according to claim 2, wherein a building window hole (4) is formed in the upper gravity wall body (301), a window sash (5) is arranged in the window hole (4), a reinforcing frame (6) sleeved outside the window sash (5) is arranged in the window hole (4), and a foaming agent (7) is filled between the reinforcing frame (6) and the inner side wall of the window hole (4).
  4. 4. A gravity damping wall according to claim 3, characterised in that a sound insulating material (8) is provided between the upper gravity wall (301) and the upper structural beam (1).
  5. 5. The gravity type damping wall according to claim 4, wherein the upper gravity wall (301) adopts a height-adjustable structure, the height of the upper gravity wall (301) can be adjusted by increasing or decreasing a balancing weight, and the lower support wall (302) adopts a cast-in-place concrete structure or a prefabricated assembly structure.
  6. 6. A gravity damping wall according to claim 5, characterised in that the intermediate damping structure (303) is arranged in a plane or V-shaped arrangement.
  7. 7. A gravity type shock absorbing damping wall according to claim 1, characterized in that the upper structural beam (1) and the lower structural beam (2) are fixedly provided with structural columns (9) at both ends.

Description

Gravity type damping wall Technical Field The utility model relates to the technical field of damping walls, in particular to a gravity type damping wall. Background The wall body is the most important vertical partition structure in architecture, the wall body can partition a space, meanwhile, the structure at the top can be supported and weighed, the wall body can be divided into a bearing wall and a non-bearing wall according to the effect of the wall body in the building structure, in a tall building, the wall body is not only sitting on the ground, but also needs to have wind resistance, compression resistance and shock resistance, and in order to improve the safety of the wall body, a gravity type damping wall is needed, and can resist the damage of shock resistance power in a set range, so that the safety of personnel and equipment in the building can be ensured; the existing traditional wall type damper has the problems of high construction precision requirement and limited building layout when in use, the viscous damping wall is required to be provided with special embedded parts and has strict requirement on installation precision, the construction process is complex, the cost is high, meanwhile, the existing metal damping wall has the defects of limited holes and poor adaptability to building functions, and the applicability of the damping wall structure cannot be improved. Disclosure of utility model Aiming at the problems of high construction precision requirement and limited building layout of the traditional wall type damper in the prior art, the viscous damping wall is required to be provided with special embedded parts, has strict requirement on installation precision, is complex in construction process and high in cost, and meanwhile, the existing metal damping wall has the defects of limited opening and poor adaptability to building functions and cannot improve the applicability of a damping wall structure. The utility model adopts the technical scheme that the gravity type shock absorption damping wall comprises: an upper structural beam, under which a lower structural beam is installed; The damping assembly is arranged between the upper structural beam and the lower structural beam, the damping assembly is used for improving the shock resistance of a wall body, the damping assembly comprises an upper gravity wall body and a lower supporting wall body, the upper gravity wall body and the lower supporting wall body are arranged between the upper structural beam and the lower structural beam, the middle damping structure above the lower supporting wall body is arranged below the upper gravity wall body, a lower fixed sliding rail is fixedly arranged at the top of the upper gravity wall body in a penetrating manner, a lower height adjusting rod is arranged inside the lower fixed sliding rail in a penetrating manner, an upper height adjusting rod penetrating through the lower structural beam is fixedly arranged at the top of the lower height adjusting rod, an upper limit sliding rail penetrating through the bottom surface of the upper structural beam is sleeved outside the upper height adjusting rod, and the lower supporting wall body is fixedly arranged above the lower structural beam. Further, the intermediate damping structure is one of a viscoelastic material layer, a friction damper or a metal yielding damper. Further, a building window hole is formed in the upper gravity wall body, a window sash is arranged in the window hole, a reinforcing frame sleeved outside the window sash is arranged in the window hole, and a foaming agent is filled between the reinforcing frame and the inner side wall of the window hole. Further, a sound insulation material is arranged between the upper gravity wall body and the upper structural beam. Further, the upper gravity wall body adopts a height-adjustable structure, the height of the upper gravity wall body can be adjusted by increasing and decreasing the balancing weight, and the lower support wall body adopts a cast-in-place concrete structure or a prefabricated assembly structure. Further, the intermediate damping structure is arranged in a plane or V-shaped arrangement. Further, structural columns are fixedly arranged at two ends of the upper structural beam and the lower structural beam. The beneficial effects of the utility model are as follows: 1. According to the utility model, through the arrangement of the damping component, the effects of reducing the use of special embedded parts and simplifying the construction and installation processes can be realized while the damping effect is improved, so that the construction cost is reduced, and the construction efficiency is improved. 2. The damping wall structure is provided with the damping components, so that the effect of facilitating the installation of the supporting structure by punching can be achieved, the adaptability of the building function can be improved, the applicability of the dampi