CN210067170U

CN210067170U - Flat plate ground structure on ridge wall

Info

Publication number: CN210067170U
Application number: CN201920411581.6U
Authority: CN
Inventors: 张铭明
Original assignee: Jiangxi Zhulong Construction Engineering Co Ltd
Current assignee: Jiangxi Zhulong Construction Engineering Co Ltd
Priority date: 2019-03-28
Filing date: 2019-03-28
Publication date: 2020-02-14
Anticipated expiration: 2029-03-28

Abstract

The utility model provides a put dull and stereotyped ground structure on ridge wall: the construction method comprises ventilating holes, water dispersing, foundations, large ridge walls, a plain soil tamping layer, a prefabricated flat plate, a cement mortar plastering layer and small ridge walls; the cross section of the foundation is of a rectangular reinforced concrete structure, and a ground ridge wall is poured at the top end of the foundation; the large ridge wall is of a convex concrete structure, and water is dispersed outside the large ridge wall; the water dispersion is of a plate-shaped concrete structure and extends outwards for a certain distance at a certain angle; be provided with the ventilation hole between the big ground ridge wall, this big ground ridge wall inboard box department is laid and is had plain soil tamp layer: small ridge walls are poured at the top end of the plain soil tamping layer at equal intervals, and a foundation is laid in the place where the interior of the plain soil tamping layer is butted with the small ridge walls; the structure relieves the upward infiltration and siltation of moisture through the overhead floor and the ventilation holes, and is favorable for drying the floor.

Description

Flat plate ground structure on ridge wall

Technical Field

The utility model relates to a building house ground drying field especially relates to a put dull and stereotyped ground structure on ridge wall.

Background

With the rapid development of society and the promotion of economic level, the requirements of people on the design of building ground are higher and higher, particularly, in the house ground structure in south regions or humid regions, when the house ground meets the conditions of humidity and water fall in the south, the house ground is wet, the living comfort of people is seriously influenced, and substances in the house are affected with damp, but a practical flat ground on a ridge wall is not provided.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to prior art's defect and not enough, provide a put dull and stereotyped ground structure on the ridge wall, put dull and stereotyped ground structure on this ridge wall and can alleviate moisture through built on stilts floor and ventilation hole and up permeate the siltation, it is favourable to the floor drying, brush hot pitch one on the prefabricated flat board moreover, block up the capillary hole at the bottom of the board, improve the dampproofing effect on floor.

In order to achieve the above object, the utility model adopts the following technical scheme: a flat-plate ground structure on a ridge wall: the construction method comprises ventilating holes, water dispersing, foundations, large ridge walls, a plain soil tamping layer, a prefabricated flat plate, a cement mortar plastering layer and small ridge walls; the cross section of the foundation is of a rectangular reinforced concrete structure, and a ground ridge wall is poured at the top end of the foundation; the large ridge wall is of a convex concrete structure, and water is dispersed outside the large ridge wall; the water dispersion is of a plate-shaped concrete structure and extends outwards for a certain distance at a certain angle; be provided with the ventilation hole between the big ground ridge wall, plain soil tamped layer has been laid to the inboard box department of this big ground ridge wall: small ridge walls are poured at the top end of the plain soil tamping layer at equal intervals, and a foundation is laid in the place where the interior of the plain soil tamping layer is butted with the small ridge walls; the small ridge wall is of a convex concrete structure, and a prefabricated flat plate is laid at the top end of the small ridge wall through bonding mortar; the prefabricated flat plate is of a plate-shaped reinforced concrete structure, and a cement mortar plastering layer is laid on the top end of the prefabricated flat plate: before the cement mortar plastering layer is laid on the precast slab, hot asphalt is coated on the precast slab to isolate moisture transmission; the ventilation hole is butted with the internal overhead part, and a cement mortar plastering layer is coated on the top end of the ventilation hole; a layer of cement mortar plastering layer is smeared on the inner side of the top of the large ridge wall, and the width of the top of the large ridge wall is larger than that of the bottom of the large ridge wall.

Preferably, the cross-sectional dimension of the ventilation hole is 200mm × 200 mm.

Preferably, the height of the small ridge wall built on the ground is 300 mm.

The utility model has the advantages that: according to the flat ground structure on the ridge wall, moisture can be relieved through the overhead floor and the ventilation holes to permeate and deposit upwards, the floor is dry, hot asphalt is brushed on the prefabricated flat plate, capillary pores at the bottom of the plate are blocked, and the moisture-proof effect of the floor is improved.

Drawings

Fig. 1 is a schematic view of the overall structure of the embodiment of the present invention.

The mark in the attached drawing is that 1 is a ventilation hole, 2 is water, 3 is a foundation, 4 is a ground ridge wall, 5 is a rammed earth layer, 6 is a prefabricated flat plate, 7 is a cement mortar plastering layer, and 8 is a small ridge wall.

Detailed Description

The preferred technical solution of the present invention will be further described with reference to the accompanying drawings and examples.

As shown in fig. 1, a flat-plate ground structure on a ridge wall: the construction method comprises the following steps of (1) ventilating holes, water dispersing 2, a foundation 3, a large ridge wall 4, a plain soil tamping layer 5, a prefabricated flat plate 6, a cement mortar plastering layer 7 and a small ridge wall 8; the cross section of the foundation 3 is of a rectangular reinforced concrete structure, and a large ridge wall 4 is poured at the top end of the foundation 3; the large ridge wall 4 is of a convex concrete structure, and the outside of the large ridge wall 4 is provided with the water dispersion 2; the water dispersion 2 is of a plate-shaped concrete structure, and the water dispersion 2 extends outwards for a certain distance at a certain angle; be provided with ventilation hole 1 between big ridge wall 4, plain soil tamped layer 5 has been laid to 4 inboard divisions departments of this big ridge wall: small ridge walls 8 are poured at the top end of the plain soil tamping layer 5 at equal intervals, and a foundation 3 is laid at the butt joint position of the small ridge walls 8 inside the plain soil tamping layer 5; the small ridge walls 8 are of a convex concrete structure, and the prefabricated flat plates 6 are laid at the top ends of the small ridge walls 8 through bonding mortar; prefabricated flat board 6 is plate-shaped reinforced concrete structure, and cement mortar plastering layer 7 has been laid on the top of this prefabricated flat board 6: before the cement mortar plastering layer 7 is laid on the precast slab 6, hot asphalt is coated to isolate moisture transmission; the ventilation hole 1 is butted with the internal overhead part, and a cement mortar plastering layer 7 is coated on the top end of the ventilation hole 1; a cement mortar plastering layer 7 is smeared on the inner side of the top of the large ridge wall 4, and the width of the top of the large ridge wall 4 is larger than that of the bottom.

In specific implementation, the cross-sectional dimension of the ventilation hole 1 is 200mm multiplied by 200 mm.

When the concrete implementation is carried out, the height of the small ridge wall 8 built on the ground is 300 mm.

Claims

1. The utility model provides a put dull and stereotyped ground structure on ridge wall which characterized in that: the construction method comprises ventilating holes, water dispersing, foundations, large ridge walls, a plain soil tamping layer, a prefabricated flat plate, a cement mortar plastering layer and small ridge walls; the cross section of the foundation is of a rectangular reinforced concrete structure, and a ground ridge wall is poured at the top end of the foundation; the large ridge wall is of a convex concrete structure, and water is dispersed outside the large ridge wall; the water dispersion is of a plate-shaped concrete structure and extends outwards for a certain distance at a certain angle; be provided with the ventilation hole between the big ground ridge wall, plain soil tamped layer has been laid to the inboard box department of this big ground ridge wall: small ridge walls are poured at the top end of the plain soil tamping layer at equal intervals, and a foundation is laid in the place where the interior of the plain soil tamping layer is butted with the small ridge walls; the small ridge wall is of a convex concrete structure, and a prefabricated flat plate is laid at the top end of the small ridge wall through bonding mortar; the prefabricated flat plate is of a plate-shaped reinforced concrete structure, and a cement mortar plastering layer is laid on the top end of the prefabricated flat plate: before the cement mortar plastering layer is laid on the precast slab, hot asphalt is coated on the precast slab to isolate moisture transmission; the ventilation hole is butted with the internal overhead part, and a cement mortar plastering layer is coated on the top end of the ventilation hole; a layer of cement mortar plastering layer is smeared on the inner side of the top of the large ridge wall, and the width of the top of the large ridge wall is larger than that of the bottom of the large ridge wall.

2. The raised wall flat-resting floor structure of claim 1, wherein: the cross-sectional dimension of the ventilation hole is 200mm multiplied by 200 mm.

3. The raised wall flat-resting floor structure of claim 1, wherein: the height of the small ridge wall overhead ground is 300 mm.