CN205296360U

CN205296360U - Closed escape canal

Info

Publication number: CN205296360U
Application number: CN201520981937.1U
Authority: CN
Inventors: 郑学用; 陈文先; 李霞; 陈杨; 陈荣先; 朱光玉
Original assignee: Sichuan Jinyuan Engineering Survey And Design Co Ltd
Current assignee: Sichuan Jinyuan Engineering Survey And Design Co Ltd
Priority date: 2015-12-01
Filing date: 2015-12-01
Publication date: 2016-06-08
Anticipated expiration: 2025-12-01

Abstract

The utility model discloses a closed section escape canal, including a ground and a section escape canal, along flush its characterized in that with the above -ground route on section escape canal lateral wall: cut escape canal both sides lateral wall up end along the fixed supporting layer that converges that is provided with of length direction, the supporting layer that converges includes the supporting component and setting up at the adjacent gully -hole that converges and form of converging of branch setting such as interval parallel between the supporting component, it is equipped with the apron to converge the supporting layer upper berth. The utility model discloses a having solved the current escape canal of cutting and easily having been blockked up by the dry branches and fallen leaves, domatic river system and the repeated arable land that occupies of operation sidewalk reduce land use and rate to and roadside section escape canal hindrance tool of production migration, lead to people and animals to tumble easily, the problem of personal safety as well as the property safety threatens.

Description

A kind of closed escape canal

Technical field

This utility model relates to a kind of drain dyke, more particularly, it relates to a kind of enclosed drain dyke.

Background technology

Drain dyke is section pumping equipment built for preventing domatic soil erosion, is the important component part of Methods in Slop Improvement. Its major function is for intercepting slope runoff, diversion irrigation; Get rid of unnecessary water, it is prevented that wash away; Reduce and let out under silt, protect toe farmland; Consolidate and slope achievement is controlled in protection. Existing drain dyke top mostly is open, and these irrigation canals and ditches area that occupies cultivated land is big; Dry branches and fallen leaves easily falls into irrigation canals and ditches and causes that irrigation canals and ditches block; Trench bottom and road surface drop are relatively big, not only hinder tool of production migration, are also easy to cause that people and animals fall, threaten personal safety as well as the property safety.

Utility model content

In view of this, the purpose of this utility model is in that to provide a kind of closed drain dyke, solve existing drain dyke easily to be blocked by dry branches and fallen leaves, domatic water system and operation sidewalk repeat to occupy cultivated land, reduce land utilization ratio, and the other drain dyke in road hinders tool of production migration, it is easy to cause that people and animals fall, the problem threatening personal safety as well as the property safety.

For reaching above-mentioned purpose, this utility model provides following technical scheme:

A kind of closed drain dyke, including ground and drain dyke, along flushing with above-ground route on drain dyke sidewall, it is characterized in that: sidewall upper face, drain dyke both sides is fixedly installed the supporting layer that confluxes along its length, what the described supporting layer that confluxes included that spaced and parallel decile arranges conflux support component and be arranged on the adjacent gully-hole confluxing and being formed between a support component, described in conflux supporting layer be equipped with cover plate.

Preferably: described drain dyke U-shaped profile structure.

Preferably: described in conflux the width of supporting layer equal to the width in sidewall upper face, gutter.

Preferably: the length of described every piece of cover plate equal to drain dyke span width and width two side thickness and.

Preferably: described cover plate is C30 armored concrete making sheet.

Preferably: the described two adjacent distances confluxing a support component are 3cm-8cm.

Preferably: described in that conflux supporting layer is highly vertically 3cm-8cm.

Preferably: the distance of described two adjacent gully-holes is 20cm-30cm.

Preferably: described gully-hole is connected with drain dyke.

The beneficial effects of the utility model are in that:

(1) this utility model increases cement plate lid on the basis of former drain dyke, to stop that dry branches and fallen leaves falls into blocking drain dyke, and makes prepartion of land, it is simple to the migration of people and animals and the tool of production;

(2) this utility model is fixedly installed, in sidewall upper face, drain dyke both sides, the supporting layer that confluxes along its length, described supporting layer equidistant apart along its length of confluxing is provided with through confluxing the gully-hole of supporting layer width, the described supporting layer that confluxes is equipped with cover plate, such setting not only remains the combining functions of drain dyke, and can using a cover plate part as operation sidewalk, decrease the floor space of drain dyke, improve the utilization rate in soil.

Accompanying drawing explanation

Fig. 1 is the top view (cover plate is not drawn into) of the closed drain dyke of this utility model;

Fig. 2 is the A-A generalized section of the closed drain dyke of this utility model;

Fig. 3 is the B-B generalized section of the closed drain dyke of this utility model.

Detailed description of the invention

Below in conjunction with accompanying drawing, preferred embodiment of the present utility model is described in detail.

Such as Fig. 1, shown in Fig. 2 and Fig. 3, a kind of closed drain dyke, including ground 1 and drain dyke 2, along flushing with ground 1 line on drain dyke sidewall 21, it is characterized in that: sidewall 21 upper surface, drain dyke 2 both sides is fixedly installed the supporting layer 3 that confluxes along its length, the described supporting layer 3 that confluxes includes confluxing of spaced and parallel decile setting propping up support component 31 and being arranged on the adjacent gully-hole 4 confluxing and being formed between a support component 31, on the described supporting layer that confluxes, 3 are equipped with cover plate 5, to stop that dry branches and fallen leaves falls into blocking drain dyke 2, and make prepartion of land, it is easy to the migration of people and animals and the tool of production, this utility model not only remains the combining functions of drain dyke 2, and using the cover plate 5 part as operation sidewalk, can decrease the floor space of drain dyke 2, improve the utilization rate in soil.

Described drain dyke 2 U-shaped profile structure, it is simple to draining.

The width of described barricade 3, equal to the width of gutter sidewall 21 upper surface, is conducive to the stable setting of barricade.

In order to cover plate 5 can meet instructions for use, save again cost, the length of described every piece of cover plate 5 equal to drain dyke 2 span width and width two side 21 thickness and.

Reinforced concrete prefabricated board, processing technology is simple, and common precasting yard is just commercially available, it is preferable that: described cover plate 5 adopts C30 reinforced concrete prefabricated board.

Preferably: the described two adjacent distances confluxing a support component 31 are 3cm-8cm.

Preferably: described in that conflux supporting layer 3 is highly vertically 3cm-8cm.

Preferably: the distance of described two adjacent gully-holes 4 is 20cm-30cm.

Preferably: described gully-hole 4 is connected with drain dyke 2.

The construction method of the present embodiment:

(1) drain dyke 2 is buried underground by designed lines and size, along flushing with ground 1 line on drain dyke 2;

(2) in sidewall 21 upper surface, drain dyke 2 both sides along its length every 5cm, brick one section high for 5cm, long is 24cm, and wide conflux support component 31 wide with sidewall 21 upper surface, drain dyke 2 both sides, adjacent confluxing forms the gully-hole 4 for draining between a support component 31.

(3) at the laying prefabricated cover plate 5 corresponding with design size on supporting layer 3 that conflux.

What finally illustrate is, preferred embodiment above is only in order to illustrate the technical solution of the utility model and unrestricted, although this utility model being described in detail by above preferred embodiment, but skilled artisan would appreciate that, in the form and details it can be made various change, without departing from this utility model claims limited range.

Claims

1. a closed drain dyke, including ground (1) and drain dyke (2), drain dyke sidewall (21) is upper along flushing with ground (1) line, it is characterized in that: sidewall (21) upper surface, drain dyke (2) both sides is fixedly installed the supporting layer that confluxes (3) along its length, the described supporting layer that confluxes (3) includes confluxing of spaced and parallel decile setting propping up support component (31) and being arranged on the adjacent gully-hole (4) confluxing and being formed between a support component (31), the described supporting layer that confluxes (3) is equipped with cover plate (5).

2. closed drain dyke according to claim 1, it is characterised in that: described drain dyke (2) U-shaped profile structure.

3. closed drain dyke according to claim 1, it is characterised in that: described in conflux the width of supporting layer (3) equal to the width of gutter sidewall (21) upper surface.

4. closed drain dyke according to claim 1, it is characterised in that: the length of described every piece of cover plate (5) equal to drain dyke span width and width two side (21) thickness and.

5. closed drain dyke according to claim 1, it is characterised in that: described cover plate (5) is C30 armored concrete making sheet.

6. closed drain dyke according to claim 1, it is characterised in that: the described two adjacent distances confluxing a support component (31) are 3cm-8cm.

7. closed drain dyke according to claim 1, it is characterised in that: described in that conflux supporting layer (3) is highly vertically 3cm-8cm.

8. closed drain dyke according to claim 1, it is characterised in that: the distance of described two adjacent gully-holes (4) is 20cm-30cm.

9. closed drain dyke according to claim 1, it is characterised in that: described gully-hole (4) is connected with drain dyke (2).