CN216587388U

CN216587388U - Planting roof vegetation layer oozes drainage system

Info

Publication number: CN216587388U
Application number: CN202122844557.1U
Authority: CN
Inventors: 冯德刚
Original assignee: Hangzhou Fly Technology Co ltd
Current assignee: Hangzhou Fly Technology Co ltd
Priority date: 2021-11-19
Filing date: 2021-11-19
Publication date: 2022-05-24
Anticipated expiration: 2031-11-19

Abstract

Planting roof vegetation layer oozes drainage system is equipped with overflow filter (1) overflow filter periphery is equipped with pipe (3) that the pipe wall opened has the water hole, and this oozing tub outer wall surrounds geotechnological cloth A (4A). The infiltration pipe has a relatively small diameter and a relatively large diameter, and is internally provided with gravels. A flow guide pipe (6) is connected below the overflow filter. And a drainage plate (8) is arranged at the corresponding position of the lower end of the seepage pipe, and geotextile B (4B) is laid on the drainage plate. The lower end of the draft tube is connected with a permeate water collecting tube (7). The utility model is used for draining seepage of the vegetation layer of the planting top plate and has good drainage effect.

Description

Planting roof vegetation layer oozes drainage system

Technical Field

The utility model relates to a vegetation layer drainage facility, in particular to a seepage drainage facility comprising a garage top plate and a house top plate vegetation layer.

Background

The existing vegetation greening of building roofs including underground garages, overground houses and the like is to lay soil layers on the roofs, and plant flowers, plants and trees on the soil layers. In order to ensure the discharge of the excessive moisture of the soil layer and the vegetable layer, a drainage plate is usually laid between a top plate and the soil layer, and the excessive moisture of the soil layer and the vegetable layer downwards seeps to the drainage plate under the action of natural gravity and is discharged through a flow channel of the drainage plate. The geotextile is laid on the drainage plate to prevent soil from falling to block a flow channel of the drainage plate. The arrangement is feasible in the non-heavy rain and heavy rain periods, but when heavy rain is encountered for a long time, particularly heavy rain, heavy rain and extra-heavy rain, a large amount of accumulated water in the soil layer and the vegetation layer cannot be discharged in time, the normal growth of the vegetation layer is influenced, and other environmental and ecological damages can be caused.

SUMMERY OF THE UTILITY MODEL

The utility model provides a vegetation layer seepage and drainage system of a planting roof, which can effectively drain redundant moisture in the vegetation layer and a soil layer of the planting roof in normal climate periods and heavy rainfall periods.

In order to solve the problems, the utility model adopts the technical scheme that the overflow filter is provided with a water inlet top cover and a bottom sleeve which are connected with each other, the water inlet top cover is provided with water inlet grid holes, and the overflow filter is characterized in that a seepage pipe with water through holes is arranged on the periphery of the overflow filter, and the outer wall of the seepage pipe is surrounded by geotextile A.

The infiltration pipe can be relatively large in diameter or relatively small, and gravel is arranged in the infiltration pipe which is relatively large.

Furthermore, a guide pipe is connected below the overflow filter.

And further, a drainage plate is arranged at the corresponding position of the lower end of the seepage pipe, and geotextile B is laid on the drainage plate.

And furthermore, the lower end of the flow guide pipe is connected with a permeated water collecting pipe.

Preferably, the overflow filter is provided with an upper cavity and a lower cavity which are integrally connected and run through up and down, the bottom of the lower cavity is provided with a trepanning of which the hole wall extends upwards, and the upper end of the flow guide pipe is internally sleeved in the trepanning.

Preferably, the upper surface of the trepanning is connected with a water passing supporting top.

Furthermore, the upper cavity of the bottom sleeve is internally provided with a filtering pocket, gravels are placed in the filtering pocket, a geotextile C is arranged between the gravels and the inner wall of the filtering pocket, and a geotextile D is arranged on the water passing supporting top.

The planting roof plate refers to a roof plate of buildings such as an underground garage and an overground house, and a vegetation layer can be arranged on the roof plate.

According to the planting top plate vegetation layer, the drainage plate is laid on the top plate, the geotextile is laid on the drainage plate, the soil layer is laid on the geotextile, and the vegetation layer on the soil layer is used for planting flowers, plants and trees. The excessive water in the vegetable layer and the soil layer can be infiltrated to the drainage plate and discharged. The present invention is applied to this occasion.

The overflow filter is installed corresponding to the surface of the soil layer, the upper opening of the overflow filter corresponds to the vegetation layer, and the lower opening of the overflow filter is embedded into the soil for a certain distance. The seepage pipe is sleeved on the periphery of the overflow filter, and the seepage pipe extends downwards to reach the geotextile on the drainage plate. The pipe wall of the seepage pipe is wrapped with geotextile A, so that soil is prevented from blocking the water through holes, and water in the soil layer can seep into the seepage pipe and flow down to the drainage plate.

The seepage pipe with the relatively small diameter is suitable for sandy soil layers, and water in the soil layers can seep into the seepage pipe from the lateral direction. The infiltration pipe with the relatively large diameter is suitable for the cohesive soil layer, because water in the cohesive soil layer is not easy to enter the infiltration pipe from the lateral seepage, so that broken stones are filled in the infiltration pipe with the relatively large diameter, geotextile is paved on the broken stones, and moisture on the vegetable layer and the shallow surface layer of the soil layer seeps from top to bottom and flows down to the drainage plate through the broken stones.

The seepage pipe is arranged on the periphery of the overflow filter, water in a soil layer can laterally enter the seepage pipe to be discharged, and the soil layer seepage pipe is particularly suitable for draining sandy soil layers. The infiltration pipe can be the diameter relatively big, also can be the diameter relatively little, and the infiltration pipe that the diameter is relatively big is filled with the rubble in the infiltration pipe intussuseption, has spread geotechnological cloth above the rubble, and the water on vegetable layer, soil horizon top layer can fall into from top to bottom, and it is discharged through the downward flow of rubble layer, and it is particularly suitable for viscidity soil layer, and because of the water on viscidity soil layer oozes the speed of flowing into the infiltration pipe slowly from the side direction, and top-down falls into the infiltration pipe and then discharges through the rubble layer relatively fast. The utility model can accelerate the water seepage and drainage in the soil layer and ensure the excessive water in the soil layer and the vegetable layer to be drained in time due to the seepage pipe.

The utility model is further described with reference to the following figures and detailed description.

Drawings

FIG. 1 is a schematic diagram of the present invention and its application environment;

FIG. 2 is a schematic diagram of another embodiment of the present invention and its application environment;

FIG. 3 is a schematic illustration of an overflow filter according to the present invention;

FIG. 4 is a schematic view of the overflow filter of FIG. 3 in an in-use configuration;

FIG. 5 is a schematic view of a permeate collection tube configuration;

fig. 6 is a left and right side view of fig. 5.

The figures are labeled with the corresponding parts: 1 overflow filter, 1-1 water inlet top cover, 1-11 water inlet holes, 1-12 articulated shafts, 1-2 bottom sleeves, 1-21 upper cavities, 1-22 lower cavities, 1-221 dirt ring cavities, 1-222 trepanning, 1-223 water supporting tops, 3 seepage pipes, 4A geotextile A, 4B geotextile B, 4C geotextile C, 4D geotextile D, 5 soil layers, 6 diversion pipes, 7 seepage water collecting pipes, 7-1 through holes, 8 drainage plates, 9 planting top plates, 10 broken stones, 11 filtering net covers and 12 filtering bags.

Detailed Description

Example one

Planting roof vegetation layer oozes drainage system, see figure 1, bury overflow filter 1 at planting roof vegetation layer 2, overflow filter 1 upper mouth corresponds with vegetation layer 2, and overflow filter 1 lower mouth goes deep into soil layer 5 a distance, is equipped with the oozing pipe 3 that the pipe wall opened the water hole in overflow filter 1 periphery, and the outer wall of oozing pipe 3 is surrounded by geotechnological cloth A4A. The infiltration pipe 3 and the geotextile A wrapped by the infiltration pipe are buried in a soil layer 5, and no soil exists in the infiltration pipe 3. A drainage plate 8 is laid on the planting top plate 9, geotextile B4B is laid on the drainage plate 8, and the lower opening of the infiltration pipe 3 reaches geotextile B4B.

The overflow filter 1 is formed by hinging an upper water inlet top cover 1-1 and a lower bottom sleeve 1-2, which is shown in figure 3. The water inlet top cover 1-1 is provided with a water inlet grid hole 1-11. The bottom sleeve 1-2 is formed by integrally connecting an upper cavity 1-21 and a lower cavity 1-22, and the upper cavity and the lower cavity are communicated. The upper cavity 1-21 is communicated with the water inlet top cover 1-1. The bottom of the lower cavity 1-22 is provided with a trepan 1-222 with an upward extending hole wall, and a dirt collecting ring cavity 1-221 is formed between the trepan 1-222 and the lower cavity 1-22. The upper opening of the trepanning 1-222 is connected with a water inlet supporting top 1-223.

Referring to fig. 4, a filter screen 11 corresponding to a water inlet grid hole 1-11 is arranged on a water inlet top cover 1-1 of an overflow filter 1, a filter pocket 12 is arranged in an upper cavity 1-21 of a bottom sleeve 1-2, broken stones are arranged in the filter pocket, the filter pocket is preferably a basket type filter pocket, the filter pocket is convenient to take out for cleaning and replacing the filled broken stones, and geotextile C4C is lined between the broken stones and the inner wall of the filter pocket. The geotextile D4D is wrapped on the water inlet supporting tops 1-223.

The permeate water collecting pipe 7 is laid on the planting top plate 9, as shown in figures 1, 5 and 6, one end of the drainage plate 8 reaches the side surface of the lower part of the permeate water collecting pipe 7, and a water flow channel of the drainage plate 8 corresponds to the through hole 7-1 of the permeate water collecting pipe. The joint of the permeate water collecting pipe 7 is provided with an upper port which is positioned in the permeate pipe 3, and the lower port of the draft tube 6 is connected with the upper port of the joint of the permeate water collecting pipe.

The water in the vegetation layer 2 permeates into the soil layer 5, and the water in the soil layer 5 seeps downwards to enter the drainage board 8 through the geotextile B4B to be drained. The vegetable layer 2 has more accumulated water, directly enters the overflow filter 1 through the filter screen cover 11 and the water inlet grid holes 1-11, then sequentially flows down from the filter pocket 12 through the rubble layer in the filter pocket 12, enters the draft tube 6 through the water supporting tops 1-223, and then enters the permeated water collecting tube 7 to be discharged. More water in the soil layer 5 seeps into the seepage pipe 3 from the side direction and then flows down to the drainage plate 8 to be discharged, so that the discharge of redundant water in the soil layer 5 is accelerated to a great extent, and the problem of serious water drainage difficulty of the vegetation layer 2 and the soil layer 5 during long-time heavy rain or heavy rainstorm is solved. This embodiment is particularly suitable for soil layers 5 that are sandy.

Example two

What is different from the above example is that the diameter of the infiltration pipe 3 is relatively large in this example, the infiltration pipe 3 is filled with the gravels 10, as shown in fig. 2, the upper opening of the infiltration pipe 3 is at a distance from the vegetation layer 2, the water in the vegetation layer 2 seeps downwards through the upper layer of the distance of the soil layer 2 to enter the gravels 2 layer and then flows downwards to enter the drainage plate 8 to be discharged, and a small amount of water can enter the infiltration pipe 3 from the side direction in the soil layer 5. This example is particularly suitable when the soil layer 5 is a clay layer.

Claims

1. Planting roof vegetable layer infiltration drainage system is equipped with overflow filter (1), and this overflow filter has interconnect's into water top cap (1-1) and end cover (1-2), be equipped with into water bars hole (1-11) on the top cap of intaking, characterized by be equipped with pipe (3) that the pipe wall opened the water hole that crosses in overflow filter periphery, this pipe outer wall of permeating encloses geotechnological cloth A (4A).

2. A system according to claim 1, characterized in that the infiltration pipe is provided with crushed stone (10).

3. System according to claim 1 or 2, characterized in that a flow guide tube (6) is connected below the overflow filter.

4. A system according to claim 3, characterized in that the infiltration pipe is provided with a drainage plate (8) at the corresponding position of the lower end, and a geotextile B (4B) is laid on the drainage plate.

5. A system according to claim 4, characterized in that the lower end of the draft tube is connected to a permeate collection tube (7).

6. The system as claimed in claim 5, wherein the bottom cover of the overflow filter has an upper cavity (1-21) and a lower cavity (1-22) which are integrally connected and vertically communicated, the bottom of the lower cavity is provided with a sleeve hole (1-222) with an upward extending hole wall, and the upper end of the flow guide pipe is internally sleeved in the sleeve hole.

7. The system as set forth in claim 6, wherein a water supporting top (1-223) is attached to said trepan boring.

8. The system as claimed in claim 7, wherein a filtering pocket (12) is disposed in the upper cavity of the bottom cover, crushed stones are disposed in the filtering pocket, a geotextile C (4C) is disposed between the crushed stones and the inner wall of the filtering pocket, and a geotextile D (4D) is disposed on the top of the water support.