CN203741980U - Torrent draining trough for highway engineering - Google Patents

Torrent draining trough for highway engineering Download PDF

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Publication number
CN203741980U
CN203741980U CN201420141861.7U CN201420141861U CN203741980U CN 203741980 U CN203741980 U CN 203741980U CN 201420141861 U CN201420141861 U CN 201420141861U CN 203741980 U CN203741980 U CN 203741980U
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CN
China
Prior art keywords
torrent
sluicing
highway engineering
cell
groove
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
CN201420141861.7U
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Chinese (zh)
Inventor
蒋香梅
黄广磊
王传堂
Original Assignee
蒋香梅
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 蒋香梅 filed Critical 蒋香梅
Priority to CN201420141861.7U priority Critical patent/CN203741980U/en
Application granted granted Critical
Publication of CN203741980U publication Critical patent/CN203741980U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/60Planning or developing urban green infrastructure

Abstract

The utility model relates to the technical field of highway engineering construction, in particular to a torrent draining trough for highway engineering. The torrent draining trough comprises multiple draining trough bodies which are identical in specification and sequentially connected, section of each draining trough body is U-shaped, a clamping groove is arranged on each of two side walls of one of each two adjacent draining troughs, and a clamping buckle matched with the corresponding clamping groove is arranged on each of two side walls of the other draining trough. The torrent draining trough is quite reasonable in structural design, and rainfall can be quickly drained while the draining trough is not destroyed by rainwater, so that stability of roadbed slope structure is guaranteed.

Description

Highway engineering torrent drain tank
Technical field
The utility model relates to the technical field of highway engineering construction, especially a kind of highway engineering torrent drain tank.
Background technology
Highway engineering construction comprises construction method, construction technology and construction process, wherein contains the construction of preparation of construction, Con struction in Roadbed, pavement engineering construction, Bridge Construction, culvert construction, tunnel construction, auxiliary highway facilities etc.
In prior art, in the time carrying out highway engineering construction rainy season, drainage groove is set on highway subgrade slope, but once meet with precipitation, the ponding on road surface is discharged not smooth, just easily cause the rainwater drainage groove that destroys by rush of water, thereby roadbed side slope is destroyed.
How can discharge fast precipitation, to make again drainage groove do not destroyed by rush of water by rainwater, ensure the stability of roadbed side slope structure, become a difficult problem of pendulum in face of highway engineering technician.
Summary of the invention
The technical problems to be solved in the utility model is: in order to solve the problem of the prior art existence in above-mentioned background technology, a kind of highway engineering torrent drain tank is provided, structure design is very reasonable, can discharge fast precipitation, make again drainage groove do not destroyed by rush of water by rainwater, ensure the stability of roadbed side slope structure.
The utility model solves the technical scheme that its technical problem adopts: a kind of highway engineering torrent drain tank, comprise the sluicing cell body that polylith specification is identical and join in turn, the cross sectional shape of sluicing cell body is " U " type, in the both sidewalls of a wherein sluicing cell body of adjacent two sluicing cell bodies, be respectively arranged with draw-in groove, in the both sidewalls of an other sluicing cell body, be respectively arranged with the buckle matching with draw-in groove.
In order to facilitate adjacent two sluicing cell bodies mutually to splice, therefore draw-in groove and be circular arc with the buckle that draw-in groove matches.
In order to facilitate current to drain in sluicing cell body, therefore the inwall corner of every sluicing cell body is provided with rounding.
The beneficial effects of the utility model are: highway engineering of the present utility model torrent drain tank; can be laid in the drainage groove on roadbed side slope; even if experience heavy showers; also can carry out effective protective effect to drainage groove; the rainwater that the prevents torrent drainage groove that destroys by rush of water, and then ensure the stability of highway subgrade.
Brief description of the drawings
Below in conjunction with drawings and Examples, the utility model is further illustrated.
Fig. 1 is structural representation of the present utility model.
In figure: 1, sluicing cell body, 2, sidewall, 3, draw-in groove, 4, buckle, 5, rounding.
Detailed description of the invention
By reference to the accompanying drawings the utility model is described in further detail now.These accompanying drawings are the schematic diagram of simplification, and basic structure of the present utility model is only described in a schematic way, and therefore it only shows the formation relevant with the utility model.
The torrent drain tank of highway engineering as shown in Figure 1, comprise the sluicing cell body 1 that polylith specification is identical and join in turn, the cross sectional shape of sluicing cell body 1 is " U " type, in the both sidewalls 2 of a wherein sluicing cell body 1 of adjacent two sluicing cell bodies 1, be respectively arranged with draw-in groove 3, in the both sidewalls 2 of an other sluicing cell body 1, be respectively arranged with the buckle 4 matching with draw-in groove 3.
Draw-in groove 3 and be circular arc with the buckle 4 that draw-in groove 3 matches, such shape can facilitate adjacent two sluicing cell bodies 1 mutually to splice.The inwall corner of every sluicing cell body 1 is provided with rounding 5, facilitates current in the interior excretion of sluicing cell body 1.
This highway engineering is used step to be with torrent drain tank: first according to the length of drainage groove, the drain tank of assembling combination suitable length, is then laid on the good drain tank of assembling combination in drainage groove.
This highway engineering torrent drain tank, can be laid in the drainage groove on roadbed side slope, even if meet with heavy showers, also can carry out effective protective effect to drainage groove, the rainwater that the prevents torrent drainage groove that destroys by rush of water, and then ensure the stability of highway subgrade.
Taking above-mentioned foundation desirable embodiment of the present utility model as enlightenment, by above-mentioned description, relevant staff can, not departing from the scope of this utility model technological thought, carry out various change and amendment completely.The technical scope of this utility model is not limited to the content on manual, must determine its technical scope according to claim scope.

Claims (3)

1. a highway engineering torrent drain tank, it is characterized in that: comprise the sluicing cell body (1) that polylith specification is identical and join in turn, the cross sectional shape of described sluicing cell body (1) is " U " type, in the both sidewalls (2) of a wherein sluicing cell body (1) of adjacent two sluicing cell bodies (1), be respectively arranged with draw-in groove (3), in the both sidewalls (2) of an other sluicing cell body (1), be respectively arranged with the buckle (4) matching with draw-in groove (3).
2. highway engineering according to claim 1 torrent drain tank, is characterized in that: described draw-in groove (3) and be circular arc with the buckle (4) that draw-in groove (3) matches.
3. highway engineering according to claim 2 torrent drain tank, is characterized in that: the inwall corner of described every sluicing cell body (1) is provided with rounding (5).
CN201420141861.7U 2014-03-20 2014-03-20 Torrent draining trough for highway engineering Expired - Fee Related CN203741980U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420141861.7U CN203741980U (en) 2014-03-20 2014-03-20 Torrent draining trough for highway engineering

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420141861.7U CN203741980U (en) 2014-03-20 2014-03-20 Torrent draining trough for highway engineering

Publications (1)

Publication Number Publication Date
CN203741980U true CN203741980U (en) 2014-07-30

Family

ID=51341800

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420141861.7U Expired - Fee Related CN203741980U (en) 2014-03-20 2014-03-20 Torrent draining trough for highway engineering

Country Status (1)

Country Link
CN (1) CN203741980U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105804211A (en) * 2014-12-30 2016-07-27 上海浦东建筑设计研究院有限公司 Narrow-deep type prefabricated drainage gutter

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105804211A (en) * 2014-12-30 2016-07-27 上海浦东建筑设计研究院有限公司 Narrow-deep type prefabricated drainage gutter

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
EXPY Termination of patent right or utility model
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20140730

Termination date: 20150320