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CN203346857U - Prefabricated part for trapezoid channel lining - Google Patents

Prefabricated part for trapezoid channel lining Download PDF

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Publication number
CN203346857U
CN203346857U CN 201320384962 CN201320384962U CN203346857U CN 203346857 U CN203346857 U CN 203346857U CN 201320384962 CN201320384962 CN 201320384962 CN 201320384962 U CN201320384962 U CN 201320384962U CN 203346857 U CN203346857 U CN 203346857U
Authority
CN
China
Prior art keywords
plate body
bottom plate
water channels
prefabricated part
prefabricated
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 - Lifetime
Application number
CN 201320384962
Other languages
Chinese (zh)
Inventor
顾宏
王之义
李江安
胡锦辉
叶明林
孙勇
周克志
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.)
GAOYOU WATER AUTHORITY
Original Assignee
GAOYOU WATER AUTHORITY
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
Application filed by GAOYOU WATER AUTHORITY filed Critical GAOYOU WATER AUTHORITY
Priority to CN 201320384962 priority Critical patent/CN203346857U/en
Application granted granted Critical
Publication of CN203346857U publication Critical patent/CN203346857U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

The utility model provides a prefabricated part for trapezoid channel lining, and relates to the technical field of water conservation and agriculture irrigation. The prefabricated part comprises a revetment plate body, a bottom plate body and an upper plate body, wherein the bottom plate body is arranged at the lower end of the revetment plate body, and the upper plate body is arranged at the upper end of the revetment plate body in a connection mode. In actual use, what is needed is to simply dig a U-shaped pit on the ground needing a water channel, then prefabricated parts are distributed in a pit in pairs, and a proper gap is reserved between the two bottom plate bodies of each pair of the prefabricated parts. Industrial large-scale production of the prefabricated part can be carried out through reinforced concrete in a factory, production efficiency is improved, the surface smoothness of built water channels is consistent, the widths of the built water channels are consistent, the built water channels are orderly and attractive, strength of the built water channels is guaranteed, and the service life of the built water channels is prolonged.

Description

A kind of lining cutting trapezoidal channel prefabricated units
Technical field
The utility model relates to hydrotechnics, also relates to agricultural irrigation technology.
Background technology
Need to adopt the water channel diversion in water conservancy construction or agricultural irrigation technology, existing canal lining method mainly contains stone-laying lining cutting and concrete lining.The stone-laying lining construction is relatively convenient, and durability is relatively good, but some permanent cracks are arranged, so canal seepage is more serious, the irrigation water utilization ratio is low, and cost is also higher.Concrete lining mainly divides the monolithic concrete liner plate of cast in situs and prefabricated small-size concrete plate, the integral slab good seepage-proof property of cast in situs, but the easily impact of the uncertain factors such as climate, equipment and constructor, especially the north cold area concrete antifreezing is required to high channel, construction quality is difficult to be guaranteed especially; Prefabricated compact board easy construction, be convenient to maintenance, and in Practical Project, application is comparatively extensive at present, but also have the poor and poor shortcoming of globality of certain anti-seepage effect.
The utility model content
The utility model purpose is to propose a kind ofly to overcome above existing defective lining cutting trapezoidal channel prefabricated units.
The utility model comprises bank protection plate body, bottom plate body and top plate body, and described bottom plate body disjunctor is arranged on the lower end of bank protection plate body, and described top plate body disjunctor is arranged on the upper end of bank protection plate body.
In actual use, a U font foundation ditch is excavated on the ground that only need offer water channel at needs simply, then the utility model is arranged in this foundation ditch in couples, and is leaving suitable gap between two bottom plate bodys of every pair of prefabricated units.The utility model can adopt steel concrete to carry out industrialized mass production in factory, is beneficial to and enhances productivity, and the water channel surface finish built up is consistent, and width is consistent, neat, attractive in appearance, also is beneficial to the intensity and the application life that ensure water channel.
In addition, the angle between described bottom plate body and bank protection plate body is 90~130 °, and this angle take in work progress that to make the channel excavation be conveniently criterion.
Described bottom plate body is parallel with the top plate body, and described bank protection plate body, bottom plate body are consistent with the width of top plate body, the smooth-going overlap joint of contiguous prefabricated member during constructability.
The accompanying drawing explanation
Fig. 1 is a kind of structural representation of the present utility model.
The specific embodiment
As shown in Figure 1, the utility model comprises bank protection plate body 1, bottom plate body 2 and the top plate body 3 of being made by steel concrete.
Bottom plate body 2 disjunctors are arranged on the lower end of bank protection plate body 1, plate body 3 disjunctors in top are arranged on the upper end of bank protection plate body 1, angle a between bottom plate body 2 and bank protection plate body 1 is 90~130 °, bottom plate body 2 is parallel with top plate body 3, and the width L of bank protection plate body 1, bottom plate body 2 and top plate body 3 is consistent.
Installation process is as follows: a U font foundation ditch is excavated on the ground of offering water channel at needs simply, then the utility model is arranged in this foundation ditch in couples, and leaves suitable gap between two bottom plate bodys of every pair of prefabricated units.Finally the utility model broad ways is arranged, form the microscler water channel that is similar to V-arrangement.

Claims (3)

1. lining cutting trapezoidal channel prefabricated units, it is characterized in that: comprise bank protection plate body, bottom plate body and top plate body, described bottom plate body disjunctor is arranged on the lower end of bank protection plate body, and described top plate body disjunctor is arranged on the upper end of bank protection plate body.
2. lining cutting trapezoidal channel prefabricated units according to claim 1, it is characterized in that: the angle between described bottom plate body and bank protection plate body is 90~130 °.
3. according to the described lining cutting trapezoidal channel of claim 1 or 2 prefabricated units, it is characterized in that: described bottom plate body is parallel with the top plate body, and described bank protection plate body, bottom plate body are consistent with the width of top plate body.
CN 201320384962 2013-07-01 2013-07-01 Prefabricated part for trapezoid channel lining Expired - Lifetime CN203346857U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201320384962 CN203346857U (en) 2013-07-01 2013-07-01 Prefabricated part for trapezoid channel lining

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201320384962 CN203346857U (en) 2013-07-01 2013-07-01 Prefabricated part for trapezoid channel lining

Publications (1)

Publication Number Publication Date
CN203346857U true CN203346857U (en) 2013-12-18

Family

ID=49746775

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201320384962 Expired - Lifetime CN203346857U (en) 2013-07-01 2013-07-01 Prefabricated part for trapezoid channel lining

Country Status (1)

Country Link
CN (1) CN203346857U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103334410A (en) * 2013-07-01 2013-10-02 高邮市水务局 Prefabricated part of lining trapezoid channel
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
CN103334410A (en) * 2013-07-01 2013-10-02 高邮市水务局 Prefabricated part of lining trapezoid channel
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

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C14 Grant of patent or utility model
GR01 Patent grant
CX01 Expiry of patent term
CX01 Expiry of patent term

Granted publication date: 20131218