CN213538826U

CN213538826U - Park revetment top drainage node structure

Info

Publication number: CN213538826U
Application number: CN202021893734.4U
Authority: CN
Inventors: 徐萍; 党志文; 高红; 刘桂花
Original assignee: Individual
Current assignee: Individual
Priority date: 2020-09-02
Filing date: 2020-09-02
Publication date: 2021-06-25
Anticipated expiration: 2030-09-02

Abstract

The utility model provides a park revetment top drainage node structure, which comprises a revetment, a reversed filter layer, a coping, a short wall, a concrete layer, a drainage ditch, a drainage pipe, a prefabricated cover plate, a planting soil layer, a pebble paving layer, a marble surface layer and a ceramic tile; the inverted filter layer is a gravel inverted filter layer with the thickness of 200mm, a coping is poured on the inner side of the top of the revetment, a concrete layer is built on the outer side of the top of the revetment, the concrete layer is built along the whole length of the revetment, a short wall with the same height as the coping is built on the outer side of the concrete layer, a groove-shaped drainage ditch is formed among the short wall, the coping and the concrete layer, cement mortar plastering layers are arranged on the inner wall surface of the drainage ditch and the outer surface of the short wall, and drainage pipes are uniformly arranged at the bottom of the drainage ditch; a prefabricated cover plate is arranged on the drainage ditch, and two ends of the prefabricated cover plate are respectively lapped on the coping and the short wall; the revetment and the inner side surface of the coping are fixedly bonded with ceramic tiles by adopting cement mortar bonding layers, and the top of the coping is fixedly bonded with a marble surface layer with the thickness of 80mm by adopting the cement mortar bonding layers.

Description

Park revetment top drainage node structure

Technical Field

The utility model relates to a gardens construction technical field especially relates to a park revetment top drainage node structure.

Background

The park is a public green land for public to visit, view and rest, develop scientific culture, exercise physical activities and the like, has more perfect facilities and good greening environment, and has the functions of improving urban ecology, preventing fire, refuge and the like. A water tank is built in a park to enhance ornamental value, when raining, muddy water on the bank easily flows into the park water tank along the gradient, so that water in the water tank is turbid, sludge is accumulated in the water tank, and construction treatment is poor.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to prior art's defect and not enough, provide a park revetment top drainage node structure, adopt the utility model discloses a drainage ditch has been built at pond revetment top, prevents to plant in situ muddy water and flows into the pond, is provided with prefabricated apron and the layer of mating formation of cobble, has noticed building detail node treatment, and muddy water and silt are piled up in the reducible pond, and the construction is handled.

In order to achieve the above object, the utility model adopts the following technical scheme: a park revetment top drainage node structure comprises a revetment, a reversed filtering layer, a coping, a short wall, a concrete layer, a drainage ditch, a drainage pipe, a prefabricated cover plate, a planting soil layer, a pebble paving layer, a marble surface layer and ceramic tiles; the revetment is built by rubbles and a C30 concrete layer, two side faces of the revetment are inclined planes, a water pool is arranged on the inner side of the revetment, a planting soil layer is arranged on the outer side of the revetment, and a reverse filter layer is arranged between the outer side of the revetment and the planting soil layer; the inverted filter layer is a gravel inverted filter layer with the thickness of 200mm, a C15 concrete coping with the thickness of 300mm is poured on the inner side of the top of the revetment, a concrete layer with the thickness of 50mm and the width of 400mm is built on the outer side of the top of the revetment, the concrete layer is built along the whole length of the revetment, a short wall with the same height as the coping is built on the outer side of the concrete layer, a planting soil layer is arranged on the outer side of the short wall, a groove-shaped drainage ditch is formed between the short wall and the coping and between the short wall and the concrete layer, cement mortar plastering layers are arranged on the inner wall surface of the drainage ditch and the outer surface of the short wall, drainage pipes are uniformly arranged; a prefabricated cover plate is arranged on the drainage ditch and is a reinforced concrete prefabricated part with the thickness of 50mm, and two ends of the prefabricated cover plate are respectively lapped on the coping and the short wall; ceramic tiles are fixedly bonded on the inner side surfaces of the revetment and the coping by adopting a cement mortar bonding layer, and a marble surface layer with the thickness of 80mm is fixedly bonded on the top of the coping by adopting the cement mortar bonding layer; the prefabricated apron is last to be laid one deck cobble and to pave the layer, and cobble pavement layer top flushes with the marble surface course, and the cobble pavement layer other end links up with planting soil layer.

Preferably, the width of the short wall is 120mm, and the top of the short wall is flush with the top of the coping.

Preferably, the width of the marble surface layer is 300 mm.

The utility model has the advantages that: adopt the utility model discloses a drainage ditch has been built at pond revetment top, prevents to plant in-situ muddy water of soil and flows into the pond, is provided with prefabricated apron and cobble layer of mating formation, has noticed building detail node treatment, and muddy water and silt are piled up in the reducible pond, and the construction is handled well.

Drawings

The accompanying drawings, which are included to provide a further understanding of the invention and are incorporated in and constitute a part of this application, illustrate embodiment(s) of the invention and together with the description serve to explain the principles of the invention.

Fig. 1 is a schematic view of a park revetment top drainage node structure.

Wherein: 1 is revetment, 2 is inverted filter, 3 is coping, 4 is short wall, 5 is concrete layer, 6 is escape canal, 7 is drain pipe, 8 is prefabricated apron, 9 is planting soil layer, 10 is cobble pavement layer, 11 is marble surface course, 12 is ceramic tile, 13 is tie coat.

Detailed Description

The present invention will be described in further detail with reference to the accompanying drawings.

As shown in the figure, the park revetment top drainage node structure comprises a revetment 1, a reverse filtering layer 2, a coping 3, a short wall 4, a concrete layer 5, a drainage ditch 6, a drainage pipe 7, a prefabricated cover plate 8, a planting soil layer 9, a pebble paving layer 10, a marble surface layer 11 and ceramic tiles 12; the revetment 1 is built by rubbles and C30 concrete layers, the side surfaces of the revetment 1 are inclined planes, the inner side of the revetment 1 is a water pool, the outer side of the revetment 1 is a planting soil layer, and a reverse filtering layer 2 is arranged between the outer side of the revetment 1 and the planting soil layer 9; the inverted filter layer 2 is a gravel inverted filter layer with the thickness of 200mm, the C15 concrete coping 3 with the thickness of 300mm is poured on the inner side of the top of the revetment 1, the concrete layer 5 with the thickness of 50mm and the width of 400mm is built on the outer side of the top of the revetment 1, the concrete layer 5 is built along the whole length of the revetment 1, the short wall 4 with the same height as the coping 3 is built on the outer side of the concrete layer 5, the planting soil layer 9 is arranged on the outer side of the short wall 4, a groove-shaped drainage ditch 6 is formed among the short wall 4, the top coping 3 and the concrete layer 5, cement mortar plastering layers are arranged on the inner wall surface of the drainage ditch 6 and the outer surface of the short wall 4, drainage pipes 7 are uniformly arranged at the bottom of the drainage; a prefabricated cover plate 8 is arranged on the drainage ditch 6, the prefabricated cover plate 8 is a reinforced concrete prefabricated part with the thickness of 50mm, and two ends of the prefabricated cover plate 8 are respectively overlapped on the coping 3 and the short wall 4; the inner side surfaces of the revetment 1 and the coping 3 are fixedly bonded with ceramic tiles 12 by adopting cement mortar bonding layers 13, and the top of the coping 3 is fixedly bonded with a marble surface layer 11 with the thickness of 80mm by adopting the cement mortar bonding layers 13; the prefabricated cover plate 8 is paved with a pebble paving layer 10, the upper part of the pebble paving layer 10 is flush with the marble surface layer 11, and the other end of the pebble paving layer 10 is connected with the planting soil layer 9.

In specific implementation, the width of the short wall 4 is 120mm, and the top of the short wall 4 is flush with the top of the coping 3.

In specific implementation, the width of the marble surface layer 11 is 300 mm.

Claims

1. The utility model provides a park revetment top drainage node structure which characterized in that: comprises a revetment, a reversed filter layer, a coping, a short wall, a concrete layer, a drainage ditch, a drainage pipe, a prefabricated cover plate, a planting soil layer, a pebble paving layer, a marble surface layer and a ceramic tile; the revetment is built by rubbles and a C30 concrete layer, two side faces of the revetment are inclined planes, a water pool is arranged on the inner side of the revetment, a planting soil layer is arranged on the outer side of the revetment, and a reverse filter layer is arranged between the outer side of the revetment and the planting soil layer; the inverted filter layer is a gravel inverted filter layer with the thickness of 200mm, a C15 concrete coping with the thickness of 300mm is poured on the inner side of the top of the revetment, a concrete layer with the thickness of 50mm and the width of 400mm is built on the outer side of the top of the revetment, the concrete layer is built along the whole length of the revetment, a short wall with the same height as the coping is built on the outer side of the concrete layer, a planting soil layer is arranged on the outer side of the short wall, a groove-shaped drainage ditch is formed between the short wall and the coping and between the short wall and the concrete layer, cement mortar plastering layers are arranged on the inner wall surface of the drainage ditch and the outer surface of the short wall, drainage pipes are uniformly arranged; a prefabricated cover plate is arranged on the drainage ditch and is a reinforced concrete prefabricated part with the thickness of 50mm, and two ends of the prefabricated cover plate are respectively lapped on the coping and the short wall; ceramic tiles are fixedly bonded on the inner side surfaces of the revetment and the coping by adopting a cement mortar bonding layer, and a marble surface layer with the thickness of 80mm is fixedly bonded on the top of the coping by adopting the cement mortar bonding layer; the prefabricated apron is last to be laid one deck cobble and to pave the layer, and cobble pavement layer top flushes with the marble surface course, and the cobble pavement layer other end links up with planting soil layer.

2. The park revetment top drainage node structure of claim 1, wherein: the width of the short wall is 120mm, and the top of the short wall is flush with the top of the coping.

3. The park revetment top drainage node structure of claim 1, wherein: the width of marble surface course is 300 mm.