CN216446630U

CN216446630U - Energy-conserving antidetonation wall of using of building engineering

Info

Publication number: CN216446630U
Application number: CN202122794890.6U
Authority: CN
Inventors: 汪俊杨
Original assignee: Zhejiang Zichuan Decoration Engineering Co ltd
Current assignee: Zhejiang Zichuan Decoration Engineering Co ltd
Priority date: 2021-11-14
Filing date: 2021-11-14
Publication date: 2022-05-06
Anticipated expiration: 2031-11-14

Abstract

The utility model discloses an energy-saving earthquake-resistant wall for constructional engineering, and relates to the field of buildings. The utility model provides an energy-conserving antidetonation wall of using of building engineering, including the outside wall body, inside outlet has been seted up to outside wall body inboard, and outside wall body top surface glues to be glutinous and has the wall body top surface to one side to be inclined outward, fill out the soil face at the bottom of the wall has been seted up to outside wall body one side, and fill out the soil face rear end at the bottom of the wall and glue the backup pad, it has rammer to glue the soil water barrier to glue the upper end, and the inboard edge of rammer fill soil water barrier is filled with the gravel and is piled up the bag, gravel piles bag top surface cement and builds into to have the outer oblique cross slope of cement, and cement outer oblique cross slope rear side builds into has the top water barrier, the top wall body has been seted up to fill out the soil face top surface at the bottom of the wall, outside wall body inboard is glued and has the polyurethane foam arc board, and polyurethane foam arc board inboard is fixed with the red copper arc board, outside wall body inboard bottom surface is built and is equipped with the wall body foundation plate. The utility model has the advantages of energy absorption of the internal arc structure and reduction of impact of materials receiving vibration energy.

Description

Energy-conserving antidetonation wall of using of building engineering

Technical Field

The utility model relates to the field of buildings, in particular to an energy-saving earthquake-resistant wall for constructional engineering.

Background

Seismic walls are generally referred to as shear walls, also known as wind walls, seismic walls or structural walls. The wall body mainly bears horizontal load, vertical load and gravity caused by wind load or earthquake action in a house or a structure, prevents the structure from being sheared and damaged, and the anti-seismic wall is generally made of reinforced concrete.

The existing earthquake-proof wall has the problem of poor shock absorption effect; the problem that the accumulated water in the device cannot be discharged exists. Accordingly, those skilled in the art have provided a seismic wall for energy conservation in construction works to solve the problems set forth in the above background art.

SUMMERY OF THE UTILITY MODEL

The utility model aims to provide an energy-saving earthquake-resistant wall for building engineering, which aims to solve the problems in the background technology.

In order to achieve the purpose, the utility model provides the following technical scheme: an energy-saving anti-seismic wall for construction engineering comprises an outer wall body, wherein the inner side of the outer wall body is provided with an inner water drainage hole, the top surface of the outer wall is stuck with the top surface of the wall to be inclined, one side of the outer wall is provided with a wall bottom soil filling surface, and the back end of the wall bottom filling surface is adhered with a supporting plate, the upper end of the supporting plate is adhered with a ramming filling clay water-resisting layer, and the inside edge of the ramming clay water-resisting layer is filled with a pebble stacking bag, the top surface of the pebble stacking bag is cement-laid with a cement outer inclined transverse slope, a top water-stop sheet is built at the rear side of the cement outer inclined transverse slope, a top wall body is arranged on the top surface of the soil filling surface at the bottom of the wall, a polyurethane foam arc plate is adhered to the inner side of the outer wall body, and the red copper arc plate is fixed on the inner side of the polyurethane foam arc plate, and the wall body ground substrate is built on the inner side of the bottom surface of the outer wall body, so that the energy absorption of the inner arc structure is realized, and the impact of the material receiving vibration energy is reduced.

Preferably, the anti-seismic steel plate is fixed on the bottom surface of the outer wall body by using clay, so that the wall body can be reinforced.

Preferably, the inner side of the wall bottom filling surface is fixed with internal reinforcing steel bars, and a sandy soil filling area is filled between the wall bottom filling surfaces, so that the shock resistance of the wall body can be improved.

Preferably, polyurethane foam arc board bottom surface glues to be stained with glues glutinous piece, and glues glutinous piece top surface and be fixed with galvanized steel sheet, can realize the installation of polyurethane foam arc board.

Preferably, polyurethane adhesive is filled between the galvanized steel sheet and the wall ground substrate, so that the polyurethane foam arc plate is fixed.

Preferably, the bottom surface of the red copper arc plate is filled with polyester foam, and the other side of the polyester foam is adhered to the bent copper plate, so that the polyester foam can be filled.

Preferably, a cohesive soil filling area is filled between the bent copper plate and the wall ground substrate, so that the shock absorption of the copper plate can be realized.

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

(1) the energy-saving anti-seismic wall for the building engineering is provided with parts such as an inner water drainage hole and an outer wall body, the inner water drainage hole is formed in the outer wall body, the distance between the parts is not more than 3m, and the outer part is inclined by 5%; the size of the hole is not smaller than that of the hole which can be used for draining accumulated water generated by the humidity in the wall; the wall bottom is provided with the wall bottom filling surfaces on two sides of the outer wall body, and the inner reinforcing steel bars are reinforced inside the filling surfaces, so that the strength of the wall body can be improved.

(2) The anti-seismic wall for energy conservation of the building engineering is characterized in that the anti-seismic wall for energy conservation of the building engineering is provided with components such as red copper arc plates and polyester foam, the red copper arc plates and the polyester foam are filled in a long-distance transverse wall body between earth filling surfaces at the bottom of the wall, the foam has a good shock absorption effect, an arc-shaped structure can gather energy in the wall body to the surface of the structure as far as possible, the shock absorption effect of the foam enables the energy to be further absorbed in materials between the arc plates, and the shock absorption of the wall body is realized through an intermolecular material structure in the polyester foam; the scheme is suitable for outdoor gravity type earthquake-resistant walls of general industrial and civil building districts with the security level of two levels in non-earthquake-resistant defense areas and earthquake-resistant defense areas with the intensity of 6, 7 and 8 degrees.

Drawings

FIG. 1 is a schematic structural view of the present invention;

FIG. 2 is a partial view of the structure of the wall bottom filling surface of the present invention;

fig. 3 is a partial schematic view of the structure of the copper plate of the present invention.

In the figure: 1. the top surface of the wall body is inclined; 2. an internal weep hole; 3. an outer wall; 301. an anti-seismic steel plate; 4. filling soil on the wall bottom; 401. internally reinforcing steel bars; 402. a sandy soil filler zone; 5. a pebble sack; 6. tamping a clay waterproof layer; 7. a top water barrier; 8. cement outer inclined transverse slopes; 9. a top wall; 10. A support plate; 11. a wall body floor base plate; 12. a polyurethane foam arc plate; 1201. sticking blocks; 1202. a galvanized steel sheet; 1203. a polyurethane adhesive; 13. a red copper arc plate; 1301. a polyester foam; 1302. bending the copper plate; 1303. a cohesive soil filling area.

Detailed Description

The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.

Referring to fig. 1-3, in the embodiment of the present invention, an energy-saving earthquake-resistant wall for building engineering comprises an outer wall 3, wherein an inner drainage hole 2 is formed in the inner side of the outer wall 3, a top surface of the outer wall 3 is adhered with an outer wall top incline 1, a side of the outer wall 3 is provided with a wall bottom filling surface 4, a back end of the wall bottom filling surface 4 is adhered with a support plate 10, an upper end of the support plate 10 is adhered with a ramming filling clay water-proof layer 6, an inner edge of the ramming filling clay water-proof layer 6 is filled with a pebble piling bag 5, a top surface of the pebble piling bag 5 is cement-built with an outer inclined transverse slope 8, a back side of the cement outer inclined transverse slope 8 is built with a top water-proof plate 7, a top surface of the wall bottom filling surface 4 is provided with a top wall body 9, an inner side of the outer wall 3 is adhered with a polyurethane arc plate 12, a red copper arc plate 13 is fixed on the inner side of the polyurethane arc plate 12, a wall ground plate 11 is built on the inner side of the bottom surface of the outer wall 3, the energy absorption structure has the advantages that the energy absorption is realized through the internal arc structure, and the impact of the vibration energy received by the material is reduced.

Wherein, the bottom surface of the outer wall 3 is fixed with an anti-seismic steel plate 301 by using clay, so that the wall can be reinforced; internal reinforcing steel bars 401 are fixed on the inner sides of the wall bottom soil filling surfaces 4, and sandy soil filling areas 402 are filled between the wall bottom soil filling surfaces 4, so that the shock resistance of the wall body can be improved; a sticking block 1201 is stuck to the bottom surface of the polyurethane foam arc plate 12, and a galvanized steel plate 1202 is fixed to the top surface of the sticking block 1201, so that the polyurethane foam arc plate 12 can be installed; polyurethane adhesive 1203 is filled between the galvanized steel sheet 1202 and the wall ground substrate 11, so that the polyurethane foam arc plate 12 is fixed; the bottom surface of the red copper arc plate 13 is filled with polyester foam 1301, and the other side of the polyester foam 1301 is adhered to the bent copper plate 1302, so that the polyester foam 1301 can be filled; and a viscous soil filling area 1303 is filled between the bent copper plate 1302 and the wall ground substrate 11, so that the vibration absorption of the copper plate can be realized.

The working principle is as follows: the main body of the energy-saving earthquake-resistant wall for the building engineering comprises a wall body top surface outer inclination 1, an inner water drainage hole 2 and an outer wall body 3, and the energy-saving earthquake-resistant wall is different from the traditional earthquake-resistant wall and has the advantages of absorbing energy by an inner arc structure and reducing the impact of materials on vibration energy; an inner water drainage hole 2 is formed in the outer wall body 3, the distance between the inner water drainage hole and the outer water drainage hole is not more than 3m, and the outer water drainage hole is inclined by 5%; the size of the hole is not smaller than that of the hole which can be used for draining accumulated water generated by the humidity in the wall; 1:3 of cement mortar is smeared into 5% of external oblique transverse slopes on one side wall surface of an external wall body 3, the external oblique transverse slopes can be used for obliquely applying force during vibration impact, wall bottom filling surfaces 4 are arranged on two sides of the external wall body 3, inherent internal reinforcing steel bars 401 are added inside the filling surfaces, the strength of the wall body can be improved, red copper arc plates 13 and polyester foam 1301 are filled in a long-distance transverse wall body between the wall bottom filling surfaces 4, the foam has a good shock absorption effect, an arc-shaped structure can collect energy in the wall body to the surface of the structure as far as possible, the shock absorption effect of the foam enables the energy to be further absorbed into materials between the arc plates, and the shock absorption of the wall body is realized through an intermolecular material structure in the polyester foam 1301; the scheme is suitable for outdoor gravity type earthquake-resistant walls of general industrial and civil building districts with the security level of two levels in non-earthquake-resistant defense areas and earthquake-resistant defense areas with the intensity of 6, 7 and 8 degrees.

Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.

Claims

1. The utility model provides an energy-conserving antidetonation wall of using of building engineering, includes outside wall body (3), its characterized in that: the inner side of the outer side wall body (3) is provided with an inner water drainage hole (2), the top surface of the outer side wall body (3) is adhered with a wall body top surface outer slope (1), one side of the outer side wall body (3) is provided with a wall bottom earth filling surface (4), the rear end of the wall bottom earth filling surface (4) is adhered with a support plate (10), the upper end of the support plate (10) is adhered with a ramming earth filling water-proof layer (6), the edge of the inner side of the ramming earth filling water-proof layer (6) is filled with a pebble stacking bag (5), the top surface cement of the pebble stacking bag (5) is built into a cement outer slope transverse slope (8), the rear side of the cement outer slope transverse slope (8) is built into a top water-proof plate (7), the top end wall body (9) is arranged on the top surface of the wall bottom earth filling surface (4), the inner side of the outer side wall body (3) is adhered with a polyurethane foam arc plate (12), and the inner side of the polyurethane foam arc plate (12) is fixed with a red copper arc plate (13), and a wall body floor slab (11) is built on the inner side of the bottom surface of the outer wall body (3).

2. An energy-conserving antidetonation wall of using of building engineering of claim 1, characterized in that: and an anti-seismic steel plate (301) is fixed on the bottom surface of the outer side wall body (3) by using cohesive soil.

3. An energy-conserving antidetonation wall of using of building engineering of claim 1, characterized in that: and internal reinforcing steel bars (401) are fixed on the inner sides of the wall bottom filling surfaces (4), and sandy soil filling areas (402) are filled between the wall bottom filling surfaces (4).

4. An energy-conserving antidetonation wall of using of building engineering of claim 1, characterized in that: the bottom surface of the polyurethane foam arc plate (12) is adhered with an adhesive block (1201), and the top surface of the adhesive block (1201) is fixed with a galvanized steel plate (1202).

5. An energy-conserving antidetonation wall of using of building engineering of claim 4, characterized in that: polyurethane adhesive (1203) is filled between the galvanized steel sheet (1202) and the wall ground substrate (11).

6. An energy-conserving antidetonation wall of using of building engineering of claim 1, characterized in that: the bottom surface of the red copper arc plate (13) is filled with polyester foam (1301), and the other side of the polyester foam (1301) is adhered to the bent copper plate (1302).

7. An energy-conserving antidetonation wall of using of building engineering of claim 6, characterized in that: and a viscous soil filling area (1303) is filled between the bent copper plate (1302) and the wall ground substrate (11).