CN203008107U

CN203008107U - Apron slope with concrete open trench

Info

Publication number: CN203008107U
Application number: CN 201320073203
Authority: CN
Inventors: 金玲玲
Original assignee: Individual
Current assignee: Individual
Priority date: 2013-01-06
Filing date: 2013-01-06
Publication date: 2013-06-19
Anticipated expiration: 2023-01-06

Abstract

The utility model discloses an apron slope with a concrete open trench. The apron slope with the concrete open trench is characterized by comprising a fine aggregate concrete cushion, the concrete open trench, water proof mortar, a concrete sloping way and a polyphenyl heat retaining plate. The fine aggregate concrete cushion is placed on plain soil on the open trench position; the thickness of the fine aggregate concrete cushion is 50-70mm; the concrete open trench is placed on the fine aggregate concrete cushion; the concrete sloping way is placed between the concrete open trench and a building wall; the water proof mortar is coated on the surface of the concrete sloping way and the surface of the concrete open trench; and a gap with 10-20mm is kept between the concrete sloping way and the building wall, and is filled with the polyphenyl heat retaining plate.

Description

The apron slope that the concrete open drain is arranged

Technical field

The utility model relates to a kind of apron slope that the concrete open drain is arranged, and is applicable to construction field.

Background technology

Aproll is the inclination bank protection of skin surrounding, adopts plain concrete construction more, and the gradient is generally 3%～5%, and width generally is not less than 800mm, and its effect is to be beneficial to draining, the protection wall base.But because the unreasonable rainwater that causes of outdoor aproll structure occurs now and then to wall base phenomenon of osmosis along plinth.

The utility model content

The technical problem that the utility model solves is to provide a kind of apron slope that the concrete open drain is arranged, and solves existing technical deficiency.

The utility model comprises pea gravel concreten bed course, concrete open drain, waterproofing mortar, concrete ramp, polyphenylene heat insulation slab, above the element soil of position, open drain, the pea gravel concreten bed course is set, the pea gravel concreten cushion thickness is 50～70mm, the concrete open drain is set above the pea gravel concreten bed course, the concrete ramp is set between concrete open drain and building masonry wall, concrete ramp and concrete open drain external coating waterproofing mortar, the space that keeps 10～20mm between concrete ramp and building masonry wall, filling polyphenylene heat insulation slab in the space.

The utility model is simple and practical.

Description of drawings

Fig. 1 has the apron slope schematic diagram in concrete open drain.

Accompanying drawing sign: 1, pea gravel concreten bed course, 2, the concrete open drain, 3, waterproofing mortar, 4, the concrete ramp, 5, polyphenylene heat insulation slab, 6, body of wall.

The specific embodiment

Below in conjunction with accompanying drawing, the utility model is described in detail.

Fig. 1 is the apron slope schematic diagram that the concrete open drain is arranged.The utility model comprises pea gravel concreten bed course 1, concrete open drain 2, waterproofing mortar 3, concrete ramp 4, polyphenylene heat insulation slab 5, above the element soil of position, open drain, pea gravel concreten bed course 1 is set, pea gravel concreten bed course 1 thickness is 60mm, concrete open drain 2 is set above pea gravel concreten bed course 1, concrete ramp 4 is set between concrete open drain 2 and building masonry wall 6, concrete ramp 4 and concrete open drain 2 external coating waterproofing mortars 3, keep the space of 15mm between concrete ramp 4 and building masonry wall 6, filling polyphenylene heat insulation slab 5 in the space.

Claims

1. apron slope that the concrete open drain is arranged, it is characterized in that comprising the pea gravel concreten bed course, the concrete open drain, waterproofing mortar, the concrete ramp, polyphenylene heat insulation slab, above the element soil of position, open drain, the pea gravel concreten bed course is set, the pea gravel concreten cushion thickness is 50～70mm, the concrete open drain is set above the pea gravel concreten bed course, the concrete ramp is set between concrete open drain and building masonry wall, concrete ramp and concrete open drain external coating waterproofing mortar, the space that keeps 10～20mm between concrete ramp and building masonry wall, filling polyphenylene heat insulation slab in the space.