CN202000461U - Novel anti-seepage drainage system - Google Patents
Novel anti-seepage drainage system Download PDFInfo
- Publication number
- CN202000461U CN202000461U CN2010206048069U CN201020604806U CN202000461U CN 202000461 U CN202000461 U CN 202000461U CN 2010206048069 U CN2010206048069 U CN 2010206048069U CN 201020604806 U CN201020604806 U CN 201020604806U CN 202000461 U CN202000461 U CN 202000461U
- Authority
- CN
- China
- Prior art keywords
- drainage
- gutter
- groove
- angle steel
- dewatering installation
- 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
Links
Landscapes
- Sewage (AREA)
Abstract
The utility model discloses a novel anti-seepage drainage system, which comprises a groove, a drainage outlet, a drainage main pipe and a drainage sleeve, wherein the groove is formed in a drainage ditch; the drainage outlet is formed at the bottom of the groove; the drainage main pipe is arranged below the drainage outlet; the drainage sleeve is used in coordination with the drainage main pipe and sleeved outside the drainage main pipe; and a proper gap is reserved between the inner wall of the drainage sleeve and the outer wall of the drainage main pipe. Compared with the prior art, the utility model has the benefits of simple structure, convenient in mounting and low cost, can drain sewage in the groove and water seeping at the bottom of the drainage ditch smoothly and conveniently, and efficiently solves the water seepage and leakage of the drainage outlet.
Description
Technical field
The utility model relates to a kind of dewatering installation, belongs to water-drainage tube part technical field for building, refers in particular to a kind of novel antiseepage dewatering installation.
Background technology
The gutter draining is a kind of drainage pattern that present most of factory building Production Regional generally adopts, related dewatering installation generally comprises following two kinds, one is outfall reserving hole at the bottom of concrete ditch of bottom, gutter, floor drain is installed after being convenient to, and it two be laying gutter groove and a direct pre-buried gutter when the fluid concrete ditch.All there are different defectives separately in these two kinds of dewatering installations, the former problem be the handing-over position of gutter and floor drain owing to can not reach the effect of disposal pouring, be easy to generate the crack, cause this position to leak easily; The latter's problem be groove with the concrete furrow bank between because the coefficient of expansion is different, be easy to generate big space between the two, ground sewage infiltrates the bottom, gutter easily and accumulates in the there and can't drain along the space, it is smelly not only can to go bad, and can slowly infiltrate into lower floor, have a strong impact on the sanitation of environment situation of factory building Production Regional.
The utility model content
The purpose of this utility model is to overcome shortcomings and deficiencies of the prior art, the novel antiseepage dewatering installation that provide a kind of simple in structure, simple installation, effectively prevents to seep water and leak.
In order to realize above-mentioned purpose, the utility model is realized by following technical scheme:
A kind of novel antiseepage dewatering installation comprises the groove that is laid in the gutter, and channel bottom is provided with outfall, and the outfall below is provided with drain header; Also comprise the draining sleeve pipe that is used with drain header, the draining casing pipe sleeve is located between drain header outside and draining internal surface of sleeve pipe and the drain header outer wall and is left appropriate gap.
Further, the top of described draining sleeve pipe is concordant with the bottom, gutter, fixedlys connected with pre-buried dewatering horizontal tube is seamless in the bottom.
Further, the bottom sides after described draining sleeve pipe is installed is along the bottom sides edge that is lower than drain header.
Further, also comprise first angle steel and second angle steel, first angle steel is embedded in top sides edge, gutter in advance, and second angle steel is fixedlyed connected with first angle steel with trench wall respectively, and the junction is cast with building sealant.
Further, be filled with the grouting material between described groove and the gutter.
Further, described outfall top covering has grate.
Further, described groove top covering has grid.
The utility model compared with prior art, its beneficial effect is:
1, simple in structure, simple installation, cost is low;
2, can drain the infiltration of interior sewage of groove and bottom, gutter smoothly easily, effectively solve the infiltration seepy question of outfall.
In order to understand the utility model more clearly, set forth the specific embodiment of the present utility model below with reference to description of drawings.
Description of drawings
Fig. 1 is the cross section structure schematic diagram after the utility model is installed.
The specific embodiment
As shown in Figure 1, novel antiseepage dewatering installation described in the utility model, include stainless steel groove 1, stainless steel groove 1 is laid in the gutter 5, be filled with the grouting material between itself and the gutter 5, the top hides stainless steel grid 11, and the bottom is provided with outfall 12, outfall 12 belows are welded with drain header 14, and the top hides stainless steel grate 13.
Further, described drain header 14 outer cover are provided with the draining sleeve pipe 2 of the anti-hydrofoil ring 21 of band, draining sleeve pipe 2 is used with drain header 14 and is simultaneously pre-buried when the fluid concrete ditch, leave appropriate gap between its inwall and drain header 14 outer walls and the back bottom sides is installed along the bottom sides edge that is lower than drain header 14, the top is concordant with 5 bottoms, gutter, bottom and pre-buried dewatering horizontal tube 3 seamless fixedlying connected.
Preferably, the utility model also includes first angle steel 41 and second angle steel 42, first angle steel 41 is embedded in top sides edge, gutter in advance, and second angle steel 42 is fixedlyed connected with first angle steel 41 with groove 1 inwall respectively after installing groove 1, and the junction is cast with building sealant.
Operating principle of the present utility model is as described below: during normal draining, sewage in the gutter groove 1 is discharged into setting regions by drain header 14 by dewatering horizontal tube 3, if still have a small amount of sewage to enter between groove 1 and gutter 5 furrow banks, then can drain by the gap between draining sleeve pipe 2 and the drain header 14, can not cause gathering of sewage 5 bottoms, thereby effectively solve the infiltration seepy question in the gutter.
The utility model is not limited to above-mentioned embodiment, if various changes of the present utility model or modification are not broken away from spirit and scope of the present utility model, if these are changed and modification belongs within claim of the present utility model and the equivalent technologies scope, then the utility model also is intended to comprise these changes and modification.
Claims (7)
1. novel antiseepage dewatering installation, comprise the groove that is laid in the gutter, channel bottom is provided with outfall, the outfall below is provided with drain header, it is characterized in that: also comprise the draining sleeve pipe that is used with drain header, the draining casing pipe sleeve is located between drain header outside and draining internal surface of sleeve pipe and the drain header outer wall and is left the gap.
2. novel antiseepage dewatering installation according to claim 1 is characterized in that: the top of described draining sleeve pipe is concordant with the bottom, gutter, fixedlys connected with pre-buried dewatering horizontal tube is seamless in the bottom.
3. novel antiseepage dewatering installation according to claim 1 and 2 is characterized in that: the bottom sides after described draining sleeve pipe is installed is along the bottom sides edge that is lower than drain header.
4. novel antiseepage dewatering installation according to claim 1, it is characterized in that: also comprise first angle steel and second angle steel, first angle steel is embedded in top sides edge, gutter in advance, and second angle steel is fixedlyed connected with first angle steel with trench wall respectively, and the junction is cast with building sealant.
5. novel antiseepage dewatering installation according to claim 1 is characterized in that: be filled with the grouting material between described groove and the gutter.
6. novel antiseepage dewatering installation according to claim 1 is characterized in that: described outfall top hides grate.
7. novel antiseepage dewatering installation according to claim 1 is characterized in that: described groove top hides grid.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206048069U CN202000461U (en) | 2010-11-11 | 2010-11-11 | Novel anti-seepage drainage system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206048069U CN202000461U (en) | 2010-11-11 | 2010-11-11 | Novel anti-seepage drainage system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202000461U true CN202000461U (en) | 2011-10-05 |
Family
ID=44703206
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010206048069U Expired - Lifetime CN202000461U (en) | 2010-11-11 | 2010-11-11 | Novel anti-seepage drainage system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202000461U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104131612A (en) * | 2013-05-02 | 2014-11-05 | 世主株式会社 | drainpipe |
| CN104329118A (en) * | 2014-11-05 | 2015-02-04 | 甘肃路桥第四公路工程有限责任公司 | Inserted convex integral central drainage ditch device in road tunnel |
-
2010
- 2010-11-11 CN CN2010206048069U patent/CN202000461U/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104131612A (en) * | 2013-05-02 | 2014-11-05 | 世主株式会社 | drainpipe |
| CN104329118A (en) * | 2014-11-05 | 2015-02-04 | 甘肃路桥第四公路工程有限责任公司 | Inserted convex integral central drainage ditch device in road tunnel |
| CN104329118B (en) * | 2014-11-05 | 2016-08-10 | 甘肃路桥第四公路工程有限责任公司 | The integral central of falling convex drainage ditch device in vcehicular tunnel |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203947484U (en) | Foundation pit drainage and circulating water utilization system | |
| CN212835493U (en) | Underground cast-in-place concrete structure movement joint water drainage preventing structure | |
| CN207268009U (en) | A kind of underground pipe gallery drainage system based on existing blowdown canal | |
| CN202000461U (en) | Novel anti-seepage drainage system | |
| CN201195867Y (en) | Water seepage prevention floor drain | |
| CN204298837U (en) | Bright, dark drainage system | |
| CN103726514B (en) | The anti-leakage structure of diaphragm wall and anti-seepage construction method | |
| CN216586626U (en) | Basement post-cast strip drainage system | |
| CN201883618U (en) | Rainwater hopper installed by pre-embedded connecting flange | |
| CN101881041B (en) | Floor drain sunk same-layer drainage construction method | |
| CN206477382U (en) | Rainwater recycle comprehensively utilizes structure | |
| CN205421500U (en) | Basement french drain is dredged and is fallen drainage device | |
| CN201762810U (en) | Deep water-seepage deodorization floor drain | |
| CN210395598U (en) | Secondary drainage floor drain | |
| CN210658405U (en) | Wall-separated drainage structure | |
| CN106703157A (en) | Construction method of rainwater recycling and comprehensive utilizing structure | |
| CN207484624U (en) | A kind of double-layer drainage pipe duct of rain sewage diversion | |
| CN204959887U (en) | Caisson water -drainage tube part | |
| CN207277387U (en) | A kind of post-cast strip for underground building waterproof construction | |
| CN202831196U (en) | Porous pavement water release covering cap | |
| CN221321047U (en) | Water collecting device of urban comprehensive pipe rack hoisting opening cover plate | |
| CN104727391B (en) | A kind of bathing room | |
| CN203626036U (en) | Gutter inlet | |
| CN216616161U (en) | Concealed floor drain | |
| CN216839787U (en) | Prefabricated assembly type reinforced concrete sewage streetwork reserved well |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20111005 |