CN210369418U

CN210369418U - Assembled damping assembly wall for building

Info

Publication number: CN210369418U
Application number: CN201920829252.3U
Authority: CN
Inventors: 金光
Original assignee: Individual
Current assignee: Individual
Priority date: 2019-06-04
Filing date: 2019-06-04
Publication date: 2020-04-21
Anticipated expiration: 2029-06-04

Abstract

The utility model discloses a shock attenuation assembled wall body for assembly type structure belongs to the assembly type structure field, the shock attenuation assembled wall body for assembly type structure include concrete wall body, damper assembly and mound, the concrete wall body passes through damper assembly and mound fixed connection; the lower surface of the pier pile is fixedly connected with the ground, the upper surface of the pier pile is provided with a plurality of slotted holes, the lower surface of the concrete wall is provided with slotted holes with the same number as the number of the slotted holes in the upper surface of the pier pile, the top of the shock absorption assembly is fixedly poured in the slotted holes in the lower surface of the concrete wall, and the bottom of the shock absorption assembly is fixedly poured in the slotted holes in the upper surface of the pier pile. The concrete wall body is connected with the pier piles through the damping assemblies, so that the damping performance of the assembled wall body can be greatly improved, and the concrete wall body has a wide application prospect.

Description

Assembled damping assembly wall for building

Technical Field

The utility model relates to an assembly type structure field specifically is a shock attenuation assembled wall body for assembly type structure.

Background

With the development of modern industrial technology, building houses can be manufactured in batches and sets like machine production. The prefabricated house components are transported to a construction site to be assembled. Fabricated buildings have become of interest since the beginning of the 20 th century and have been realized through the sixties. The first attempts made in English, French, Soviet Union, etc. The prefabricated building is rapidly popularized all over the world due to the high construction speed and the low production cost of the prefabricated building, and the building formed by assembling prefabricated parts on a construction site is called as the prefabricated building. The building block is divided into five types, namely a block building, a plate building, a box building, a framework plate building, a rising-rise building and the like according to the form and the construction method of the prefabricated part.

In the prefabricated construction, because all buildings are formed by assembling prefabricated parts on the construction site, its damping performance will be inferior to traditional building, and there is the potential safety hazard in using the prefabricated construction in the area of complicated geological structure, consequently, the utility model provides a shock attenuation assembled wall body for prefabricated construction.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a shock attenuation assembled wall body for assembly type structure to solve the problem that proposes among the above-mentioned background art.

In order to achieve the above object, the utility model provides a following technical scheme:

the damping assembly type wall body for the assembly type building comprises a concrete wall body, a damping assembly and pier piles, wherein the concrete wall body is fixedly connected with the pier piles through the damping assembly; the lower surface of the pier pile is fixedly connected with the ground, the upper surface of the pier pile is provided with a plurality of slotted holes, the lower surface of the concrete wall is provided with slotted holes with the same number as the number of the slotted holes in the upper surface of the pier pile, the top of the shock absorption assembly is fixedly poured in the slotted holes in the lower surface of the concrete wall, and the bottom of the shock absorption assembly is fixedly poured in the slotted holes in the upper surface of the pier pile. The concrete wall body is connected with the pier piles through the damping assemblies, and the damping performance of the assembled wall body can be greatly improved.

As a further aspect of the present invention: damping component includes first spliced pole, first backup pad, elasticity bellows, construction spring, splice bar, second spliced pole, second backup pad, first cavity and second cavity.

As a further aspect of the present invention: the center of first backup pad is provided with porosely, the inside wall in hole with the lateral wall intermediate position fixed connection of first connecting post, the first half setting of first connecting post is in first backup pad top, and the latter half setting of first connecting post is in first backup pad below, and the bottom central point of first connecting post puts and is provided with first cavity.

As a further aspect of the present invention: the center of second backup pad also is provided with the hole, the inside wall in hole with the lateral wall intermediate position fixed connection of second spliced pole, the first half setting of second spliced pole is in second backup pad top, and the latter half setting of second spliced pole is in second backup pad below, and the bottom central point of second spliced pole puts and is provided with the second cavity.

As a further aspect of the present invention: the top of elasticity bellows and the lower fixed surface of first backup pad are connected, and the bottom of elasticity bellows and the upper surface fixed surface of second backup pad are connected, the building spring sets up inside elasticity bellows, and the top fixed connection of building spring is at the lower surface of first backup pad, and the bottom fixed connection of building spring is at the upper surface of second backup pad. The elastic corrugated pipe plays a role in buffering and damping, and the building spring plays a role in further buffering and damping.

As a further aspect of the present invention: the lower half part of the first connecting column is arranged inside the top of the building spring, and the upper half part of the second connecting column is arranged inside the bottom of the building spring. When the shock absorption assembly is acted by external force, the distance between the first supporting plate and the second supporting plate is compressed, so that the shock absorption effect is achieved.

As a further aspect of the present invention: the top of splice bar sets up in first cavity, and the bottom of splice bar sets up in the second cavity, the inside wall sliding connection of top surface and the first cavity of splice bar, the bottom surface of splice bar and the inside wall sliding connection of second cavity. When the bottom end of the first connecting column in the shock absorption assembly is just compressed to be in contact with the top end of the second connecting column, the top and the bottom of the connecting rib just contact with the top of the first cavity and the bottom of the second cavity respectively. The connecting ribs have the following functions: the first connecting column and the second connecting column are supported, stress of the first connecting column and the second connecting column is reduced, and therefore the service life of the building spring, the first connecting column and the second connecting column is prolonged.

As a further aspect of the present invention: the top end of the first connecting column is fixedly poured in a slotted hole in the lower surface of the concrete wall body, and the bottom end of the second connecting column is fixedly poured in a slotted hole in the upper surface of the pier pile.

Compared with the prior art, the beneficial effects of the utility model are that:

the utility model relates to a shock attenuation assembled wall body for assembly type structure, including concrete wall body, damper assembly and mound, damper assembly includes first spliced pole, first backup pad, elasticity bellows, building spring, splice bar, second spliced pole, second backup pad, first cavity and second cavity; the utility model can provide good damping performance for the wall body of the fabricated building under the mutual matching of the above components, so that the fabricated building is suitable for various complicated geological conditions; in the utility model, the elastic corrugated pipe plays a role in buffering and damping, the building spring plays a role in further buffering and damping, the connecting ribs provide a supporting role for the first connecting column and the second connecting column, and the stress of the first connecting column and the second connecting column is reduced, so that the service lives of the building spring, the first connecting column and the second connecting column are prolonged; furthermore, the utility model discloses simple structure has wide application prospect.

Drawings

Fig. 1 is a schematic structural diagram of the present invention.

Fig. 2 is a schematic structural view of the middle damping assembly of the present invention.

Fig. 3 is a schematic connection diagram of the first connection column and the first support plate of the middle shock-absorbing assembly of the present invention.

Fig. 4 is a schematic connection diagram of the second connecting column and the second supporting plate of the middle shock-absorbing assembly of the present invention.

Fig. 5 is a schematic view of a three-dimensional structure of the middle shock-absorbing assembly of the present invention.

In the figure: 1-concrete wall, 2-damping component, 21-first connecting column, 22-first supporting plate, 23-elastic corrugated pipe, 24-construction spring, 25-connecting rib, 26-second connecting column, 27-second supporting plate, 28-first cavity, 29-second cavity, 3-pier pile and 4-slotted hole.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.

Example one

Referring to fig. 1 to 5, in an embodiment of the present invention, a damping assembly wall for an assembly type building includes a concrete wall 1, a damping assembly 2 and a pier pile 3, where the concrete wall 1 is fixedly connected to the pier pile 3 through the damping assembly 2; the lower surface of each pier pile 3 is fixedly connected with the ground, a plurality of slotted holes 4 are formed in the upper surface of each pier pile 3, the lower surface of the concrete wall body 1 is provided with slotted holes 4 the number of which is the same as that of the slotted holes 4 in the upper surface of each pier pile 3, the top of each damping assembly 2 is fixedly poured into the slotted hole 4 in the lower surface of the concrete wall body 1, and the bottom of each damping assembly 2 is fixedly poured into the slotted hole 4 in the upper surface of each pier pile 3. The concrete wall body 1 is connected with the pier piles 3 through the shock absorption components 2, and the shock absorption performance of the assembled wall body can be greatly improved.

In the embodiment of the present invention, the damping component 2 includes a first connecting column 21, a first supporting plate 22, an elastic corrugated tube 23, a construction spring 24, a connecting rib 25, a second connecting column 26, a second supporting plate 27, a first cavity 28 and a second cavity 29.

The embodiment of the utility model provides an in, first backup pad 22's center is provided with the hole, the inside wall in hole with first connecting column 21's lateral wall intermediate position fixed connection, first connecting column 21's first half setting is in first backup pad 22 top, and first connecting column 21's the latter half setting is in first backup pad 22 below, and first connecting column 21's bottom central point puts and is provided with first cavity 28.

In the embodiment of the utility model provides an in, the center of second backup pad 27 also is provided with the hole, the inside wall in hole with the lateral wall intermediate position fixed connection of second spliced pole 26, the first half setting of second spliced pole 26 is in second backup pad 27 top, and the latter half setting of second spliced pole 26 is in second backup pad 27 below, and the bottom central point of second spliced pole 26 puts and is provided with second cavity 29.

In the embodiment of the utility model, the top of elasticity bellows 23 is connected with the lower fixed surface of first backup pad 22, and the bottom of elasticity bellows 23 is connected with the upper fixed surface of second backup pad 27, building spring 24 sets up inside elasticity bellows 23, and building spring 24's top fixed connection is at the lower surface of first backup pad 22, and building spring 24's bottom fixed connection is at the upper surface of second backup pad 27. The elastic corrugated pipe 23 plays a role of buffering and shock absorption, and the building spring 24 plays a role of further buffering and shock absorption.

In the embodiment of the present invention, the lower half of the first connecting column 21 is disposed inside the top of the building spring 24, the upper half of the second connecting column 26 is disposed inside the bottom of the building spring 24. When the shock absorbing assembly 2 is acted by external force, the distance between the first support plate 22 and the second support plate 27 is compressed, thereby playing a role of shock absorption.

In the embodiment of the present invention, the top of the connection rib 25 is disposed in the first cavity 28, the bottom of the connection rib 25 is disposed in the second cavity 29, the top surface of the connection rib 25 is slidably connected to the inner wall of the first cavity 29, and the bottom surface of the connection rib 25 is slidably connected to the inner wall of the second cavity 29. When the bottom end of the first connecting post 21 in the shock-absorbing assembly 2 is just compressed into contact with the top end of the second connecting post 26, the top and bottom of the connecting rib 25 are just in contact with the top of the first cavity 28 and the bottom of the second cavity 29, respectively. The function of the connecting ribs 25 is: the first connecting column 21 and the second connecting column 26 are supported, stress of the first connecting column 21 and the second connecting column 26 is reduced, and therefore the service life of the building spring 24, the first connecting column 21 and the second connecting column 26 is prolonged.

In the embodiment of the present invention, the top end of the first connecting column 21 is fixed and poured in the slot hole 4 of the lower surface of the concrete wall 1, and the bottom end of the second connecting column 26 is fixed and poured in the slot hole 4 of the upper surface of the pier pile 3.

Example two

The embodiment of the utility model provides an in, a shock attenuation assembled wall body for assembly type structure, its and embodiment difference between one lie in: all set up slotted hole 4 around concrete wall 1, all fixed damping component 2 that sets up in each slotted hole 4, the benefit of design like this lies in: can improve the utility model discloses a shock attenuation effect of side has extensive application prospect.

It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.

Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.

Claims

1. The shock-absorbing assembly type wall body for the assembly type building comprises a concrete wall body (1), a shock-absorbing assembly (2) and pier piles (3), wherein the concrete wall body (1) is fixedly connected with the pier piles (3) through the shock-absorbing assembly (2); the concrete wall is characterized in that the lower surface of the pier pile (3) is fixedly connected with the ground, a plurality of slotted holes (4) are formed in the upper surface of the pier pile (3), slotted holes (4) with the same number as the slotted holes (4) in the upper surface of the pier pile (3) are formed in the lower surface of the concrete wall (1), the top of the shock absorption assembly (2) is fixedly poured into the slotted holes (4) in the lower surface of the concrete wall (1), and the bottom of the shock absorption assembly (2) is fixedly poured into the slotted holes (4) in the upper surface of the pier pile (3).

2. The prefabricated wall body for assembly type building of claim 1, wherein said shock-absorbing assembly (2) comprises a first connection column (21), a first support plate (22), an elastic bellows (23), a building spring (24), a connection rib (25), a second connection column (26), a second support plate (27), a first cavity (28) and a second cavity (29).

3. The assembled damping assembled wall for building as set forth in claim 2, wherein the first supporting plate (22) is provided with a hole at the center, the inner side wall of the hole is fixedly connected with the middle position of the outer side wall of the first connecting column (21), the upper half part of the first connecting column (21) is arranged above the first supporting plate (22), the lower half part of the first connecting column (21) is arranged below the first supporting plate (22), and the bottom center position of the first connecting column (21) is provided with the first cavity (28).

4. The assembled damping assembled wall for the building as claimed in claim 2, wherein the second supporting plate (27) is also provided with a hole at the center, the inner side wall of the hole is fixedly connected with the middle position of the outer side wall of the second connecting column (26), the upper half part of the second connecting column (26) is arranged above the second supporting plate (27), the lower half part of the second connecting column (26) is arranged below the second supporting plate (27), and the bottom center position of the second connecting column (26) is provided with a second cavity (29).

5. The prefabricated wall for assembly type building of claim 2, wherein the top of the elastic corrugated tube (23) is fixedly connected with the lower surface of the first supporting plate (22), the bottom of the elastic corrugated tube (23) is fixedly connected with the upper surface of the second supporting plate (27), the building spring (24) is arranged inside the elastic corrugated tube (23), the top of the building spring (24) is fixedly connected with the lower surface of the first supporting plate (22), and the bottom of the building spring (24) is fixedly connected with the upper surface of the second supporting plate (27).

6. The prefabricated building shock absorbing prefabricated wall body according to any one of claims 2 to 4, wherein a lower half portion of said first connecting column (21) is disposed inside a top portion of said building spring (24), and an upper half portion of said second connecting column (26) is disposed inside a bottom portion of said building spring (24).

7. The prefabricated building damping assembled wall body according to claim 2, wherein the top of the connecting rib (25) is arranged in the first cavity (28), the bottom of the connecting rib (25) is arranged in the second cavity (29), the outer surface of the top of the connecting rib (25) is slidably connected with the inner side wall of the first cavity (29), and the outer surface of the bottom of the connecting rib (25) is slidably connected with the inner side wall of the second cavity (29); when the bottom end of the first connecting column (21) in the shock-absorbing component (2) is just compressed to be in contact with the top end of the second connecting column (26), the top and the bottom of the connecting rib (25) are just in contact with the top of the first cavity (28) and the bottom of the second cavity (29), respectively.

8. The prefabricated wall body for assembly type building as claimed in claim 6, wherein the top end of said first connecting column (21) is fixedly cast in the slot hole (4) of the lower surface of the concrete wall body (1), and the bottom end of said second connecting column (26) is fixedly cast in the slot hole (4) of the upper surface of the pier stud (3).