CN205444395U - Be equipped with drain pipe in hole of permeating water on pipe wall - Google Patents
Be equipped with drain pipe in hole of permeating water on pipe wall Download PDFInfo
- Publication number
- CN205444395U CN205444395U CN201521118979.9U CN201521118979U CN205444395U CN 205444395 U CN205444395 U CN 205444395U CN 201521118979 U CN201521118979 U CN 201521118979U CN 205444395 U CN205444395 U CN 205444395U
- Authority
- CN
- China
- Prior art keywords
- tube wall
- permeable hole
- drain pipe
- drain body
- hole
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The utility model discloses a be equipped with drain pipe in hole of permeating water on pipe wall, it includes the drain pipe body of being made by the plastic material, be equipped with the hole of permeating water of ability separation silt on the pipe wall of drain pipe body, permeate water the hole be a plurality of transverse distribution of being listed as in on the pipe wall. The utility model has the advantages of simple and reasonable structure, design benefit is equipped with the hole of permeating water that can completely cut off silt on the pipe wall to, need supplementary irrigation's place, can discharge the liquid in the drain pipe, in the place that needs reduce the water yield, can make external liquid infiltration see off in advancing the drain pipe to can adjust the water yield in the soil.
Description
Technical field
This utility model relates to municipal pipeline field, particularly to a kind of drain pipe being provided with permeable hole in tube wall.
Background technology
Municipal drainage pipeline is the important component part of urban lifeline, and its safe operation develops in a healthy way significant for the economic society in city.
In some area, subsoil water is in debt serious, and surface precipitation is all drained by drain pipe, and subsoil water can not get supplementing；In other areas, flood is serious, even if on ground and the rainwater that is seeped in earth is difficult to be drained by drain pipe.And, in city, owing to laying the reason such as cement and ceramic tile, cause surface precipitation to be difficult to equally penetrate into underground.
A kind of it be provided with the drain pipe of permeable hole and become demand in closing to close.
Utility model content
The purpose of this utility model is, for the problems referred to above, it is provided that a kind of drain pipe being provided with permeable hole in tube wall, it is simple and reasonable, designs ingenious, is provided with the permeable hole that can completely cut off silt in tube wall, thus, the place that need to keep the skin wet, it is possible to the liquid in drain pipe is discharged；Needing to reduce the place of the water yield, it is possible to make the liquid infiltration intake-discharge pipe in the external world is seen off such that it is able to the water yield in regulation soil.
The technical scheme that this utility model is used for achieving the above object is:
A kind of drain pipe being provided with permeable hole in tube wall, it includes the drain body being made up of plastic material, and the tube wall of described drain body is provided with the permeable hole that can intercept silt, and described permeable hole is that some row cross direction profiles are on described tube wall.
Described permeable hole is distributed in the tube wall first half of described drain body.
Described permeable hole is distributed in the tube wall bottom of described drain body at its three point height.
Described permeable hole is uniformly distributed on the tube wall of this drain body by spacing distance.
The upper end tube wall of described drain body is embedded with transverse line, it is embedded with vertical line on the wall of this drain body, the two ends of described transverse line are provided with water joint easy to plug, described vertical line upper end turns on described transverse line, the lower end of this vertical line is connected with survey meter, described survey meter is embedded on the wall of described drain body, and the data acquisition end of this survey meter is exposed in drain body.
The beneficial effects of the utility model are: this utility model is simple and reasonable, design ingenious, are provided with the permeable hole that can completely cut off silt in tube wall, thus, the place that need to keep the skin wet, it is possible to the liquid in drain pipe is discharged；Needing to reduce the place of the water yield, it is possible to make the liquid infiltration intake-discharge pipe in the external world is seen off such that it is able to the water yield in regulation soil.
Below in conjunction with the accompanying drawings with embodiment, this utility model is further illustrated.
Accompanying drawing explanation
Fig. 1 is the structural representation of this utility model embodiment 1；
Fig. 2 is the structural representation of this utility model embodiment 2；
Fig. 3 is the structural representation of this utility model embodiment 3；
Fig. 4 is the structural representation of this utility model embodiment 4.
Detailed description of the invention
Embodiment 1: as shown in Figure 1, a kind of drain pipe being provided with permeable hole in tube wall of this utility model, it includes the drain body 1 being made up of plastic material, the tube wall of described drain body 1 is provided with the permeable hole 2 that can intercept silt, described permeable hole 2 in some row cross direction profiles on described tube wall.
Described permeable hole 2 is distributed in the tube wall first half of described drain body 1.Permeable hole 2 is set at the tube wall first half, when hypervolia in drain pipe, it is possible to oozed out by part water by permeable hole 2, it is to avoid drain pipe bursts；It addition, when occurring the situation such as flood to cause hypervolia in soil, same it is also possible that water penetration intake-discharge pipe in soil is drained.
Embodiment 2: as in figure 2 it is shown, the structure of the present embodiment 2 and embodiment 1 is substantially the same, its difference is, described permeable hole 2 is distributed in the tube wall bottom of described drain body 1 at its three point height.Water in drain pipe can be penetrated in soil, recharge of groundwater.
Embodiment 3: as it is shown on figure 3, the structure of the present embodiment 3 and embodiment 1 is substantially the same, its difference is, described permeable hole 2 is uniformly distributed on the tube wall of this drain body 1 by spacing distance, needs the occasion of water seepage to use in irrigation etc..
Embodiment 4: as shown in Figure 4, a kind of drain pipe being provided with permeable hole 2 in tube wall of this utility model, it includes the drain body 1 being made up of plastic material, the tube wall of described drain body 1 is provided with the permeable hole 2 that can intercept silt, described permeable hole 2 in some row cross direction profiles on described tube wall.
The upper end tube wall of described drain body 1 is embedded with transverse line 3, vertical line 4 it is embedded with on the wall of this drain body 1, the two ends of described transverse line 3 are provided with water joint 5 easy to plug, described vertical line 4 upper end turns on described transverse line 3, the lower end of this vertical line 4 is connected with survey meter 6, described survey meter 6 is embedded on the wall of described drain body 1, and the data acquisition end of this survey meter 6 is exposed in drain body 1.Circuit and survey meter are integrated in drain pipe, improve the laying efficiency of pipeline, reduce labor intensity, it is achieved the purpose of digitized pressure management area.
This utility model is simple and reasonable, designs ingenious, is provided with the permeable hole 2 that can completely cut off silt in tube wall, thus, the place that need to keep the skin wet, it is possible to the liquid in drain pipe is discharged；Needing to reduce the place of the water yield, it is possible to make the liquid infiltration intake-discharge pipe in the external world is seen off such that it is able to the water yield in regulation soil.
As described in this utility model embodiment, other of structure same or similar with this utility model are provided with the drain pipe of permeable hole in tube wall, all in this utility model protection domain.
Claims (4)
1. the drain pipe being provided with permeable hole in tube wall, it is characterized in that: it includes the drain body being made up of plastic material, the tube wall of described drain body is provided with the permeable hole that can intercept silt, and described permeable hole is that some row cross direction profiles are on described tube wall；The upper end tube wall of described drain body is embedded with transverse line, it is embedded with vertical line on the wall of this drain body, the two ends of described transverse line are provided with water joint easy to plug, described vertical line upper end turns on described transverse line, the lower end of this vertical line is connected with survey meter, described survey meter is embedded on the wall of described drain body, and the data acquisition end of this survey meter is exposed in drain body.
The drain pipe of permeable hole it is provided with the most according to claim 1, it is characterised in that described permeable hole is distributed in the tube wall first half of described drain body in tube wall.
The drain pipe of permeable hole it is provided with the most according to claim 1, it is characterised in that described permeable hole is distributed in the tube wall bottom of described drain body at its three point height in tube wall.
The drain pipe of permeable hole it is provided with the most according to claim 1, it is characterised in that described permeable hole is uniformly distributed on the tube wall of this drain body by spacing distance in tube wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521118979.9U CN205444395U (en) | 2015-12-30 | 2015-12-30 | Be equipped with drain pipe in hole of permeating water on pipe wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521118979.9U CN205444395U (en) | 2015-12-30 | 2015-12-30 | Be equipped with drain pipe in hole of permeating water on pipe wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205444395U true CN205444395U (en) | 2016-08-10 |
Family
ID=56572330
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201521118979.9U Expired - Fee Related CN205444395U (en) | 2015-12-30 | 2015-12-30 | Be equipped with drain pipe in hole of permeating water on pipe wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205444395U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106284591A (en) * | 2016-09-18 | 2017-01-04 | 河海大学 | A kind of pervious concrete pipeline system reducing rain water pollutant content |
| CN106400647A (en) * | 2016-09-21 | 2017-02-15 | 南京工业大学 | Draining pipe applied to drainage and reinforcement of existing expressway side slope and construction method of draining pipe |
| CN106630516A (en) * | 2017-03-14 | 2017-05-10 | 顾聪颖 | Electroosmosis drainage and dehumidification device for livestock zymocyte bed |
| CN108029522A (en) * | 2017-12-22 | 2018-05-15 | 福建省春天生态科技股份有限公司 | A kind of method for reconstructing in bogginess greenery patches habitat |
-
2015
- 2015-12-30 CN CN201521118979.9U patent/CN205444395U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106284591A (en) * | 2016-09-18 | 2017-01-04 | 河海大学 | A kind of pervious concrete pipeline system reducing rain water pollutant content |
| CN106400647A (en) * | 2016-09-21 | 2017-02-15 | 南京工业大学 | Draining pipe applied to drainage and reinforcement of existing expressway side slope and construction method of draining pipe |
| CN106400647B (en) * | 2016-09-21 | 2019-06-14 | 南京工业大学 | The drainpipe and its construction method for draining and reinforcing for existing expressway slope |
| CN106630516A (en) * | 2017-03-14 | 2017-05-10 | 顾聪颖 | Electroosmosis drainage and dehumidification device for livestock zymocyte bed |
| CN108029522A (en) * | 2017-12-22 | 2018-05-15 | 福建省春天生态科技股份有限公司 | A kind of method for reconstructing in bogginess greenery patches habitat |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: 523799 in Dalang Town, Dongguan, Guangdong Province, Dalang Town, rhino Poe village, No. 61, No. 61, No. two Patentee after: Guangdong KELONG wisdom Net Technology Co., Ltd. Address before: Two road 523000 in Guangdong province Dongguan City Songshan Lake high tech Industrial Development Zone, No. 9 building EB112 eastriver headquarters Patentee before: GUANGDONG ZHONGKE HUARAN ZHIWANG NEW MATERIAL TECHNOLOGY CO., LTD. |
|
| CP03 | Change of name, title or address | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160810 Termination date: 20201230 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |