CN202730728U - Drainage channel - Google Patents

Drainage channel Download PDF

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Publication number
CN202730728U
CN202730728U CN 201220386017 CN201220386017U CN202730728U CN 202730728 U CN202730728 U CN 202730728U CN 201220386017 CN201220386017 CN 201220386017 CN 201220386017 U CN201220386017 U CN 201220386017U CN 202730728 U CN202730728 U CN 202730728U
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CN
China
Prior art keywords
water channel
main body
escape canal
channel main
model
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
Application number
CN 201220386017
Other languages
Chinese (zh)
Inventor
朱新国
刘莉
汤聪巧
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Cape Ningbo Mdt Infotech Ltd
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
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Priority to CN 201220386017 priority Critical patent/CN202730728U/en
Application granted granted Critical
Publication of CN202730728U publication Critical patent/CN202730728U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model provides the technical scheme of providing a drainage channel with the following structure: the draining channel comprises a channel main body, wherein the channel main body consists of two parts, namely an upper part and a lower part; the upper part is made of an impervious material; and the lower part is made of a pervious material.

Description

Escape canal
Technical field:
The utility model relates to the construction of hydro project technical field, relates in particular to a kind of escape canal.
Background technology:
Escape canal makes water conservancy projects important in the agricultural production, and the drainage waterlogging prevention in farmland is played an important role.When groundwater table is higher, anti-salt phenomenon very easily appears on the surface in farmland, the final normal growth that affects crops, even cause the death of crops, for avoiding anti-salt phenomenon, the designer generally arranges outfall by the bottom at escape canal, when underground water level is higher, underground water is discharged in the water channel through outfall, but this drainage pattern can only play good drainage effect near the farmland the outfall, to with other places away from outfall, the outfall effect is undesirable, does not have the effect that well prevents the anti-salt in farmland.
The utility model content:
For solving above-mentioned technical problem, the utility model provides a kind of and is conducive to avoid the farmland escape canal of anti-salt phenomenon to occur because groundwater table raises.
The technical solution of the utility model is, a kind of escape canal with following structure is provided, and it comprises the water channel main body, and described water channel main body is comprised of upper and lower two parts, and top is made by impermeable material, and the bottom is made by seepy material.
Described top is that waterproof steel concrete is made, and the bottom is that pervious concrete is made.
After adopting said structure, the utlity model has following advantage:
Change common water channel into up and down two parts, permeable seepy material is adopted in the bottom, so that the bottom of water channel main body has water permeability, like this, when groundwater table raises, when also having a segment distance, the distance earth's surface just can ooze out from the bottom of water channel, guiding through water channel is discharged, the whole piece water channel can draining, draining face is more much bigger than single outfall before, drainage effect is better, so just can effectively avoid groundwater table to continue to raise, avoided farmland surface anti-salt phenomenon to occur, and pervious concrete and ordinary concrete be used the water permeability that both can guarantee the bottom, can guarantee again the intensity of water channel and up and down two parts have preferably connectivity, globality is better.
Description of drawings:
Fig. 1 is the structural representation of the utility model escape canal;
The specific embodiment:
The utility model is described in further detail below in conjunction with drawings and the specific embodiments.
As shown in Figure 1, the utility model escape canal, it comprises water channel main body 1, described water channel main body is divided into up and down two parts, forms the water channel main body by top 2 and bottom 3 two parts, for reaching preferably drainage effect, top 2 is made by impermeable material, and bottom 3 is made by seepy material.
Make for waterproof steel concrete on described top 2, and make for pervious concrete bottom 3.

Claims (2)

1. escape canal, it comprises water channel main body (1), it is characterized in that: described water channel main body (1) is comprised of top (2) and bottom (3) two parts, and top (2) are made by impermeable material, and bottom (3) are made by seepy material.
2. escape canal according to claim 1, it is characterized in that: make for waterproof steel concrete described top (2), and make for pervious concrete bottom (3).
CN 201220386017 2012-07-29 2012-07-29 Drainage channel Expired - Fee Related CN202730728U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201220386017 CN202730728U (en) 2012-07-29 2012-07-29 Drainage channel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201220386017 CN202730728U (en) 2012-07-29 2012-07-29 Drainage channel

Publications (1)

Publication Number Publication Date
CN202730728U true CN202730728U (en) 2013-02-13

Family

ID=47656441

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201220386017 Expired - Fee Related CN202730728U (en) 2012-07-29 2012-07-29 Drainage channel

Country Status (1)

Country Link
CN (1) CN202730728U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104631399A (en) * 2013-11-08 2015-05-20 云南农业大学 Lateral farmland drainage ditch and constructing method thereof
CN109281298A (en) * 2018-10-22 2019-01-29 浙江水利水电学院 A kind of cast-in-place irrigation canal construction method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104631399A (en) * 2013-11-08 2015-05-20 云南农业大学 Lateral farmland drainage ditch and constructing method thereof
CN109281298A (en) * 2018-10-22 2019-01-29 浙江水利水电学院 A kind of cast-in-place irrigation canal construction method
CN109281298B (en) * 2018-10-22 2020-07-03 浙江水利水电学院 Cast-in-situ irrigation channel construction method

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
ASS Succession or assignment of patent right

Owner name: NINGBO HAIJIAO INFORMATION TECHNOLOGY CO., LTD.

Free format text: FORMER OWNER: ZHU XINGUO

Effective date: 20150828

C41 Transfer of patent application or patent right or utility model
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20130213

Termination date: 20140729

EXPY Termination of patent right or utility model
TR01 Transfer of patent right

Effective date of registration: 20150828

Address after: 315399 Zhejiang Province, Ningbo city Hushanjiedao CI Yonglu Bihai Cixi city on the third floor

Patentee after: Cape Ningbo Mdt InfoTech Ltd

Address before: 315016 No. 64 fish Road, Haishu District, Zhejiang, Ningbo

Patentee before: Zhu Xinguo