CN212506064U

CN212506064U - Downslope drop connected node structure

Info

Publication number: CN212506064U
Application number: CN202020660960.1U
Authority: CN
Inventors: 刘润娣
Original assignee: Huai'an Fangzhixing Enterprise Management Co Ltd
Current assignee: Huai'an Fangzhixing Enterprise Management Co Ltd
Priority date: 2020-04-26
Filing date: 2020-04-26
Publication date: 2021-02-09
Anticipated expiration: 2030-04-26

Abstract

The utility model provides a downslope drop connection node structure, which comprises a cushion layer, a gray soil layer, a first short wall, a second short wall, a waterproof layer, a drainage pool, a drop slope, an additional waterproof layer, an overflow pool bottom plate, a water inlet pipe and a pavement paving structural layer; a drainage pool of a groove-shaped reinforced concrete structure is poured on the waterproof layer between the first short wall and the second short wall, an overflow pool bottom plate is poured on the waterproof layer above the concrete cushion layer, the end part of the overflow pool bottom plate is connected with the top of the pool wall inside the drainage pool, a drop slope is poured at the joint of the overflow pool bottom plate and the drainage pool, the drop slope is of a right-angle trapezoidal section-shaped reinforced concrete structure, the inclined plane of the drop slope faces towards the drainage pool, and the drop slope, the drainage pool and the overflow pool bottom plate are poured into an integrated structure; the inclined plane of the water falling slope is provided with a mirror granite surface layer with the thickness of 20mm in a bonding mode through a bonding layer, the top and the side of the water falling slope and the surface of the overflow tank bottom plate are fixedly provided with the granite surface layer in a bonding mode through the bonding layer, and the overflow tank bottom plate is further provided with a water inlet pipe.

Description

Downslope drop connected node structure

Technical Field

The utility model relates to a drop view construction field especially relates to a downslope drop connected node structure.

Background

Drop refers to a regular form of falling water landscape, and is mostly combined with buildings, landscape walls, retaining walls and the like. Waterfalls and water drops represent beauty of falling of water. The beauty of the waterfall is original and natural, is rich in wild interests, and is more suitable for natural landscape; the water fall is more beautiful in form and craft, and is more suitable for simple, clear and quick modern gardens and urban environments due to regular and regular shapes. The existing drop landscape construction treatment is poor, the construction is troublesome, and the drop connection node is not clear, so that a downslope drop connection node structure is needed.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to prior art's defect and not enough, provide a downslope drop connected node structure, adopt the utility model discloses a structure is equipped with drop slope, overflow pond and drainage pond, has noted the detail processing of construction, and the construction is simple, and the drop is effectual, structural design is reasonable.

In order to achieve the above object, the utility model adopts the following technical scheme: a downslope drop connection node structure comprises a cushion layer, a gray soil layer, a first short wall, a second short wall, a waterproof layer, a drainage pool, a drop slope, an additional waterproof layer, an overflow pool bottom plate, a water inlet pipe and a pavement paving structural layer; the concrete cushion is characterized in that the cushion layer is a C15 concrete cushion layer with the thickness of 100mm, a lime soil layer with the thickness of 200mm is arranged below the cushion layer, the bottom of the lime soil layer is tamped with plain soil layers, a first short wall is built on one side of the cushion layer, a second short wall is built on the other end of the cushion layer, the plain soil layers, the second lime soil layers with the thickness of 150mm and a concrete cushion layer with the thickness of 250mm are sequentially laid on the outer side of the first short wall from bottom to top, the surface of the concrete cushion layer is flush with the top surface of the first short wall, a waterproof layer is laid on the cushion layer in a laminating mode, one end of the waterproof layer extends upwards along the second wall and is laid to the top of the second wall, the other end of the waterproof layer extends upwards; a drainage pool of a groove-shaped reinforced concrete structure is poured on the waterproof layer between the first short wall and the second short wall, an overflow pool bottom plate is poured on the waterproof layer above the concrete cushion layer, the end part of the overflow pool bottom plate is connected with the top of the pool wall inside the drainage pool, a drop slope is poured at the joint of the overflow pool bottom plate and the drainage pool, the drop slope is of a right-angle trapezoidal section-shaped reinforced concrete structure, the inclined plane of the drop slope faces towards the drainage pool, and the drop slope, the drainage pool and the overflow pool bottom plate are poured into an integrated structure; adopt the tie coat bonding to lay the mirror surface granite surface layer that 20mm is thick on the inclined plane of drop slope, the staggered tie of mirror surface granite surface layer layering, drop slope top, side and overflow tank bottom plate surface adopt the tie coat bonding to be fixed with the granite surface layer that 30mm is thick, still be equipped with the inlet tube on the overflow tank bottom plate, inlet tube and outside inlet tube net intercommunication, the second quarter is the road surface structure layer of mating formation outside the wall.

Preferably, the top of the water falling slope is at least 450mm higher than the bottom plate of the overflow pool, and the width of the inclined plane of the water falling slope is 350 mm.

Preferably, the width of the drainage pool is 400mm, the depth of the drainage pool is 450mm, a drainage grate is paved at the top of the drainage pool, a pebble layer is paved on the drainage grate, a cement mortar leveling layer with the thickness of 20mm is built on the inner wall surface of the drainage pool, and the pavement paving structural layer is 80-100mm higher than the pebble layer.

Preferably, the waterproof layer and the additional waterproof layer are self-adhesive waterproof coiled material waterproof layers, the width of the additional waterproof layer laid on the two sides of the corner is 250-300mm, and the end parts of the waterproof layer and the additional waterproof layer are respectively provided with a sealing glue layer for sealing treatment.

The utility model has the advantages that: adopt the utility model discloses a structure is equipped with drop slope, overflow pond and drainage pond, has noticed construction's detail processing, and the construction is simple, and the drop is effectual, and structural design is reasonable.

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 structural diagram of a downslope drop connection node.

Wherein: 1 is a cushion layer, 2 is a grey soil layer, 3 is a plain soil layer, 4 is a first short wall, 5 is a second short wall, 6 is a waterproof layer, 7 is a drainage pool, 8 is a drop slope, 9 is an additional waterproof layer, 10 is a spillway pool bottom plate, 11 is a second grey soil layer, 12 is a concrete cushion layer, 13 is a granite surface layer, 14 is a water inlet pipe, 15 is a water level, 16 is a pavement paving structural layer, 7-1 is a cement mortar leveling layer, 7-2 is a drainage grate, 7-3 is a pebble layer, 8-1 is a mirror granite surface layer, and 13-1 is an adhesive layer.

Detailed Description

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

As shown in the figure, the downslope drop connection node structure comprises a cushion layer 1, a lime soil layer 2, a first short wall 4, a second short wall 5, a waterproof layer 6, a drainage pool 7, a drop slope 8, an additional waterproof layer 9, an overflow pool bottom plate 10, a water inlet pipe 14 and a pavement paving structure layer 16; the concrete waterproof mattress is characterized in that the mattress layer 1 is a C15 concrete mattress layer with the thickness of 100mm, a lime soil layer 2 with the thickness of 200mm is arranged below the mattress layer 1, a plain soil layer 3 is arranged at the bottom of the lime soil layer 2 and is tamped, a first short wall 4 is built on one side of the mattress layer 1, a second short wall 5 is built on the other end of the mattress layer 1, the plain soil layer 3, a second lime soil layer 11 with the thickness of 150mm and a concrete mattress layer 12 with the thickness of 250mm are sequentially laid on the outer side of the first short wall 4 from bottom to top, the surface of the concrete mattress layer 12 is flush with the top surface of the first short wall 4, a waterproof layer 6 is laid on the mattress layer 1 in a laminating mode, one end of the waterproof layer 6 extends upwards along the second wall 5 and is laid to the top of the second wall 5, the other end of the waterproof layer 6 extends upwards along the; a drainage pool 7 with a groove-shaped reinforced concrete structure is poured on a waterproof layer 6 between the first short wall 4 and the second short wall 5, an overflow pool bottom plate 10 is poured on the waterproof layer 6 above a concrete cushion layer 12, the end part of the overflow pool bottom plate 10 is connected with the top of the pool wall inside the drainage pool 7, a drop slope 8 is poured at the joint of the two, the drop slope 8 is of a right trapezoid cross-section-shaped reinforced concrete structure, the inclined plane of the drop slope 8 faces the drainage pool 7, and the drop slope 8, the drainage pool 7 and the overflow pool bottom plate 10 are poured into an integrated structure; the water falling slope 8 is characterized in that a mirror granite surface layer 8-1 with the thickness of 20mm is laid on the inclined plane of the water falling slope 8 in a bonding mode through a bonding layer 13-1, the mirror granite surface layer 8-1 is flatly stuck in a staggered mode, the granite surface layer 13 with the thickness of 30mm is fixedly bonded on the top and the side of the water falling slope 8 and the surface of the overflow tank bottom plate 10 through the bonding layer 13-1, a water inlet pipe 14 is further arranged on the overflow tank bottom plate 10, the water inlet pipe 14 is communicated with an external water inlet pipe network, and a pavement structural layer 16 is arranged on the outer side of the.

In specific implementation, the top of the water falling slope 8 is at least 450mm higher than the bottom plate of the overflow pool, and the width of the inclined plane of the water falling slope 8 is 350 mm.

In specific implementation, the width of the drainage pool 7 is 400mm, the depth of the drainage pool is 450mm, the top of the drainage pool 7 is paved with a drainage grate 7-2, a pebble layer 7-3 is paved on the drainage grate 7-2, a cement mortar leveling layer 7-1 with the thickness of 20mm is constructed on the inner wall surface of the drainage pool 7, and the pavement paving structural layer 16 is 80-100mm higher than the pebble layer.

In specific implementation, the waterproof layer 6 and the additional waterproof layer 9 are self-adhesive waterproof coiled material waterproof layers, the width of the additional waterproof layer 9 laid on the two sides of the corner is 250-300mm, and the end parts of the waterproof layer 6 and the additional waterproof layer 9 are provided with sealing glue layers for sealing treatment.

Claims

1. The utility model provides a downslope drop connected node structure which characterized in that: the water-saving drainage system comprises a cushion layer, a gray soil layer, a first short wall, a second short wall, a waterproof layer, a drainage pool, a water falling slope, an additional waterproof layer, an overflow pool bottom plate, a water inlet pipe and a pavement paving structural layer; the concrete cushion is characterized in that the cushion layer is a C15 concrete cushion layer with the thickness of 100mm, a lime soil layer with the thickness of 200mm is arranged below the cushion layer, the bottom of the lime soil layer is tamped with plain soil layers, a first short wall is built on one side of the cushion layer, a second short wall is built on the other end of the cushion layer, the plain soil layers, the second lime soil layers with the thickness of 150mm and a concrete cushion layer with the thickness of 250mm are sequentially laid on the outer side of the first short wall from bottom to top, the surface of the concrete cushion layer is flush with the top surface of the first short wall, a waterproof layer is laid on the cushion layer in a laminating mode, one end of the waterproof layer extends upwards along the second wall and is laid to the top of the second wall, the other end of the waterproof layer extends upwards; a drainage pool of a groove-shaped reinforced concrete structure is poured on the waterproof layer between the first short wall and the second short wall, an overflow pool bottom plate is poured on the waterproof layer above the concrete cushion layer, the end part of the overflow pool bottom plate is connected with the top of the pool wall inside the drainage pool, a drop slope is poured at the joint of the overflow pool bottom plate and the drainage pool, the drop slope is of a right-angle trapezoidal section-shaped reinforced concrete structure, the inclined plane of the drop slope faces towards the drainage pool, and the drop slope, the drainage pool and the overflow pool bottom plate are poured into an integrated structure; adopt the tie coat bonding to lay the mirror surface granite surface layer that 20mm is thick on the inclined plane of drop slope, the staggered tie of mirror surface granite surface layer layering, drop slope top, side and overflow tank bottom plate surface adopt the tie coat bonding to be fixed with the granite surface layer that 30mm is thick, still be equipped with the inlet tube on the overflow tank bottom plate, inlet tube and outside inlet tube net intercommunication, the second quarter is the road surface structure layer of mating formation outside the wall.

2. The downslope drop connection node structure of claim 1, wherein: the top of the water drop slope is at least 450mm higher than the bottom plate of the overflow pool, and the width of the inclined plane of the water drop slope is 350 mm.

3. The downslope drop connection node structure of claim 1, wherein: the width of the drainage pool is 400mm, the depth of the drainage pool is 450mm, a drainage grate is paved at the top of the drainage pool, a pebble layer is paved on the drainage grate, a cement mortar leveling layer with the thickness of 20mm is built on the inner wall surface of the drainage pool, and the pavement paving structural layer is 80-100mm higher than the pebble layer.

4. The downslope drop connection node structure of claim 1, wherein: the waterproof layer and the additional waterproof layer are self-adhesive waterproof coiled material waterproof layers, the width of the additional waterproof layer laid on the two sides of the corner is 250-plus-300 mm, and the end parts of the waterproof layer and the additional waterproof layer are respectively provided with a sealing glue layer for sealing treatment.