CN202936768U - Prefabricated drainage ditch - Google Patents
Prefabricated drainage ditch Download PDFInfo
- Publication number
- CN202936768U CN202936768U CN2012206559400U CN201220655940U CN202936768U CN 202936768 U CN202936768 U CN 202936768U CN 2012206559400 U CN2012206559400 U CN 2012206559400U CN 201220655940 U CN201220655940 U CN 201220655940U CN 202936768 U CN202936768 U CN 202936768U
- Authority
- CN
- China
- Prior art keywords
- groove body
- main part
- gutter
- groove main
- 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 - Fee Related
Links
- 239000011449 brick Substances 0.000 abstract description 7
- 230000007613 environmental effect Effects 0.000 abstract description 7
- 238000010276 construction Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 239000002699 waste material Substances 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 210000002219 extraembryonic membrane Anatomy 0.000 description 2
- 210000001503 joint Anatomy 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000011505 plaster Substances 0.000 description 2
- 208000004141 microcephaly Diseases 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
Images
Landscapes
- Sewage (AREA)
Abstract
The utility model discloses a prefabricated escape canal, characterized by: constitute by groove main part (1) and apron (2), groove main part (1) be the rectangle, the front end of groove main part (1) be equipped with recess (3), the rear end of groove main part (1) for inserting another festival groove main part (1) tenon (4) of recess (3), apron (2) lid groove main part (1) on, apron (2) on be equipped with inlet opening (5). The utility model discloses a simple structure, the dismouting of being convenient for, can have enough to meet the need the use many times, labour saving and time saving, than traditional brick escape canal cost cheaper, the wasting of resources still less, the prefabricated escape canal of more environmental protection.
Description
Technical field
The utility model relates to a kind of gutter, particularly a kind of prefabricated gutter.
Background technology
The temporary drainage facility is to tackle a kind of flood control measure in rainy season in work progress, at present the gutter of using, building site is divided into two kinds of open drain and french drains, the open drain is generally used in the job site draining, tradition open drain way is, first dig a groove with digging machine, build bed course at bottom land, then build the brick fetal membrane by laying bricks or stones on bed course, plaster on the brick fetal membrane, the above is put cover plate.There are following three shortcomings (1) waste material, the problem that can not satisfy environmental protection, economizes on resources in the tradition gutter; (2) waste of manpower resource, traditional gutter process is more loaded down with trivial details, and the engineering time is long; (3) cost is high, and traditional gutter is that disposable products can not be reused, and therefore cost can be higher than reusable product comparatively speaking.Under this overall situation, arise at the historic moment in the prefabricated gutter that can effectively solve above three kinds of problems.
The utility model content
Technical problem to be solved in the utility model is to provide a kind of easy construction, can has enough to meet the need use, the effect that both played environmental protection, economizes on resources, the prefabricated gutter that can reduce costs again.
In order to solve the problems of the technologies described above, the prefabricated gutter that the utility model provides, formed by groove body and cover plate, described groove body is rectangle, the front end of described groove body is provided with groove, the tenon that the described groove of described groove body is saved for inserting another in the rear end of described groove body, described cover plate covers on described groove body, and described cover plate is provided with the inlet opening.
The interior headroom of described groove body is isosceles trapezoid.
Described groove body is of a size of 1000*350*400mm, and described cover plate is of a size of 970*350*50mm.
Adopt the prefabricated gutter of technique scheme, be the merogenesis completed knocked down products, the groove 3 of a joint groove body 1 assembling that achieves a butt joint after namely the tenon 4 of the rear end of the groove body 1 of last joint inserts, with respect to traditional gutter, there is following advantage in prefabricated gutter:
(1) construction rapidly, is saved the labour.The tradition gutter generally is brickwork and adds and plaster, and work progress is complicated, and the engineering time is long, and needs 15 work days (except ditching) are completed in 100 meters traditional gutters; And prefabricated gutter only needs 1 work day (except ditching).
(2) can reuse environmental protection.The tradition gutter forms for building by laying bricks or stones with shale brick, uses in a large number shale brick can cause environmental disruption, and traditional gutter is disposable products, can not be recovered in utilization, has both caused the waste of cost also to cause the wasting of resources.The characteristics of prefabricated gutter maximum are exactly reusable, reduce the utilization of resources, play the environmental protection effect.
(3) reduce costs.Repair every meter, traditional gutter material, labour cost and need 90 yuan of left and right.And prefabricated gutter cost of materials is 140 yuan every meter, ditching, pre-buried labour cost are 20 yuan every meter, dig out, transshipment charge is 10 yuan every meter, prefabricated gutter is by twice consideration of turnover, each 34%, 50 yuan of calculating at cost, the shared price in final every meter gutter are 140*0.34+20+10*0.5=75 unit.Save 15 yuan with respect to traditional gutter for every meter.
In sum, the utility model is a kind of easy construction, can has enough to meet the need use, the effect that both played environmental protection, economizes on resources, the prefabricated gutter that can reduce costs again.
Description of drawings
Fig. 1 is the utility model structure grooves main body microcephaly schematic diagram.
Fig. 2 is the utility model structure grooves main body major part schematic diagram.
Fig. 3 is the utility model structure cover plate schematic diagram.
The specific embodiment
The utility model is described in further detail below in conjunction with accompanying drawing.
Referring to Fig. 1, Fig. 2 and Fig. 3, one saves prefabricated gutter is comprised of groove body 1 and cover plate 2, groove body 1 is rectangle, the interior headroom of groove body 1 is isosceles trapezoid, the front end of groove body 1 is provided with groove 3, the tenon 4 that the groove 3 of groove body 1 is saved for inserting another in the rear end of groove body 1, cover plate 2 covers on groove body 1, and cover plate 2 is provided with inlet opening 5.
Referring to Fig. 1, Fig. 2 and Fig. 3, prefabricated gutter is the merogenesis completed knocked down products, and every joint physical length is that the 1m(calculated length is 970mm, and the overlap joint of 30mm is arranged), every joint gutter volume is 0.09 cubic metre.Groove body 1 is of a size of 1000*350*400mm, and cover plate 2 is of a size of 970*350*50mm, and to extending out 5cm, guaranteeing adjacent two, to save the gutter lap length be 3cm in the 3c m scope of groove body 1 front end.
Prefabricated gutter construction sequence:
(1) calculate required gutter length according to on-site actual situations, provide demand to manufacturer;
(2) it is wide that a 50c m is dug at the scene, the gutter that 45c m is high;
(3) the mounting groove main body 1, faces up and lays, and adjacent two joints guarantee and want to connect successively and install;
(4) prefabricated cover plate 2 is installed on groove body 1;
(5) earthen backfill of both sides, gutter is closely knit.
Claims (3)
1. prefabricated gutter, it is characterized in that: formed by groove body (1) and cover plate (2), described groove body (1) is rectangle, the front end of described groove body (1) is provided with groove (3), the tenon (4) that the described groove (3) of described groove body (1) is saved for inserting another in the rear end of described groove body (1), described cover plate (2) covers on described groove body (1), and described cover plate (2) is provided with inlet opening (5).
2. prefabricated gutter according to claim 1, it is characterized in that: the interior headroom of described groove body (1) is isosceles trapezoid.
3. prefabricated gutter according to claim 1 and 2, it is characterized in that: described groove body (1) is of a size of 1000*350*400mm, and described cover plate (2) is of a size of 970*350*50mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012206559400U CN202936768U (en) | 2012-12-03 | 2012-12-03 | Prefabricated drainage ditch |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012206559400U CN202936768U (en) | 2012-12-03 | 2012-12-03 | Prefabricated drainage ditch |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202936768U true CN202936768U (en) | 2013-05-15 |
Family
ID=48321014
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012206559400U Expired - Fee Related CN202936768U (en) | 2012-12-03 | 2012-12-03 | Prefabricated drainage ditch |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202936768U (en) |
Cited By (5)
| 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 |
| CN105821893A (en) * | 2016-04-12 | 2016-08-03 | 山东大学 | Recyclable drainage device applicable to underground engineering and construction method thereof |
| CN105839656A (en) * | 2016-04-12 | 2016-08-10 | 山东大学 | Construction method for mountable recyclable foundation pit drainage and protection system |
| CN105887901A (en) * | 2016-04-12 | 2016-08-24 | 山东大学 | Construction method for assembly type foundation pit drainage and protection system suitable for industrial production |
| CN111441456A (en) * | 2020-04-29 | 2020-07-24 | 中国十七冶集团有限公司 | Prefabricated combined PE water drainage tank |
-
2012
- 2012-12-03 CN CN2012206559400U patent/CN202936768U/en not_active Expired - Fee Related
Cited By (6)
| 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 |
| CN105821893A (en) * | 2016-04-12 | 2016-08-03 | 山东大学 | Recyclable drainage device applicable to underground engineering and construction method thereof |
| CN105839656A (en) * | 2016-04-12 | 2016-08-10 | 山东大学 | Construction method for mountable recyclable foundation pit drainage and protection system |
| CN105887901A (en) * | 2016-04-12 | 2016-08-24 | 山东大学 | Construction method for assembly type foundation pit drainage and protection system suitable for industrial production |
| CN105821893B (en) * | 2016-04-12 | 2018-08-28 | 山东大学 | Recyclable drainage arrangement and its construction method suitable for underground engineering |
| CN111441456A (en) * | 2020-04-29 | 2020-07-24 | 中国十七冶集团有限公司 | Prefabricated combined PE water drainage tank |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202936768U (en) | Prefabricated drainage ditch | |
| CN203546762U (en) | Triple waterproof advance water stop structure for post-cast strip | |
| CN105862873A (en) | Construction method of underground water prevention and exterior wall structures of narrow space of deep foundation pit | |
| CN201554493U (en) | Quick water-retaining wall in mine | |
| CN104631513A (en) | Construction method for closing basement exterior wall post-cast strip | |
| CN204040078U (en) | A kind of alter-pouring strips mould plate installs structure | |
| CN206599798U (en) | Advanced water-stop post-pouring belt of foundation slab structure | |
| CN203270627U (en) | Construction joint structure of shear wall | |
| CN204282320U (en) | A kind of tailing dam gutter | |
| CN103572786B (en) | A kind of pile crown node waterproof treating apparatus and construction method thereof | |
| CN203247838U (en) | Fully-buried basement side wall post-pouring belt advance water stop formwork | |
| CN102425228A (en) | Multifunctional environment-friendly movable water tank | |
| CN106544987B (en) | A kind of anti-seepage of channels construction method storing flooded wetland | |
| CN102953359B (en) | Method for constructing covered channel through efficient water-saving cast-in-place irrigation and drainage | |
| CN207727733U (en) | The spliced gutter that can be had enough to meet the need | |
| CN204418229U (en) | Poured band of outer wall of basement concrete draw-in groove | |
| CN203701145U (en) | Underground pipe network inspection well concrete assembly | |
| CN216691101U (en) | Low side wall of tunnel lining and whole construction formwork of side ditch | |
| CN206189430U (en) | A escape canal for deep overburden ground | |
| CN203346857U (en) | Prefabricated part for trapezoid channel lining | |
| CN205000360U (en) | Basement structure with waterproof structure | |
| CN106088762B (en) | A kind of prefabricated assembled round underground granary of insertion slot type encased steel plate | |
| CN204662625U (en) | Chain type temporary drainage ditch structure | |
| CN203145028U (en) | Corrugated pipe water-collecting well | |
| CN205907795U (en) | Municipal administration is with prefabricated escape canal |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130515 Termination date: 20191203 |