PL123711U1 - Drain sleeve - Google Patents
Drain sleeveInfo
- Publication number
- PL123711U1 PL123711U1 PL123711U PL12371115U PL123711U1 PL 123711 U1 PL123711 U1 PL 123711U1 PL 123711 U PL123711 U PL 123711U PL 12371115 U PL12371115 U PL 12371115U PL 123711 U1 PL123711 U1 PL 123711U1
- Authority
- PL
- Poland
- Prior art keywords
- sleeve
- pipe
- drainage
- length
- created
- Prior art date
Links
- 239000004746 geotextile Substances 0.000 abstract 2
- 239000002131 composite material Substances 0.000 abstract 1
- 239000002245 particle Substances 0.000 abstract 1
- 238000009958 sewing Methods 0.000 abstract 1
- 239000002689 soil Substances 0.000 abstract 1
- 238000003466 welding Methods 0.000 abstract 1
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
Przedmiotem wzoru użytkowego jest rękaw drenarski wykonany z geowłókniny lub kompozytu włókninowego. Rękaw ma kształt łzy. Rękawy tworzy się w celu zabezpieczenia otworów w rurach przed zatykaniem cząstkami gruntu. Długość rękawa równać się będzie długości rury a obwód rękawa będzie zawierać się w granicach OBWÓD RURY + od 5% do 100% obwodu rury, w zależności od potrzeby. Rękaw drenarski (2) powstaje przez połączenie dwóch brzegów kwadratowej/prostokątnej powierzchni geowłókniny poprzez zszycie lub termiczne zgrzanie, w wyniku czego powstaje charakterystyczne łączenie (1), oraz wolna przestrzeń (4) wytworzona wewnątrz rękawa, gdzie umieszczamy rurę drenacyjną (3). Rękawy drenarskie będą w rozmiarach: od 10 mm średnicy rury do 2 m średnicy rury oraz długości od 0,5 m do 1000 m.The subject of the utility model is a drainage sleeve made of geotextile or nonwoven composite. The sleeve is teardrop-shaped. Sleeves are created to protect holes in pipes against clogging with soil particles. The length of the sleeve will be equal to the length of the pipe and the circumference of the sleeve will be within the PIPE CIRCUIT + from 5% to 100% of the pipe circumference, depending on the need. The drainage sleeve (2) is created by joining two edges of a square / rectangular geotextile surface by sewing or thermal welding, resulting in a characteristic joint (1) and a free space (4) created inside the sleeve, where we place the drainage pipe (3). Drainage sleeves will be in sizes: from 10 mm pipe diameter to 2 m pipe diameter and length from 0.5 m to 1000 m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| PL123711U PL123711U1 (en) | 2015-01-14 | 2015-01-14 | Drain sleeve |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| PL123711U PL123711U1 (en) | 2015-01-14 | 2015-01-14 | Drain sleeve |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| PL123711U1 true PL123711U1 (en) | 2016-07-18 |
Family
ID=56370143
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| PL123711U PL123711U1 (en) | 2015-01-14 | 2015-01-14 | Drain sleeve |
Country Status (1)
| Country | Link |
|---|---|
| PL (1) | PL123711U1 (en) |
-
2015
- 2015-01-14 PL PL123711U patent/PL123711U1/en unknown
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| MX2017002430A (en) | Heat capture, transfer and release for industrial applications. | |
| PL414670A1 (en) | Polymeric ampholytes for applications in the underground works | |
| MY172792A (en) | Shunt tube connections for wellscreen assembly | |
| EP3241007A4 (en) | Method and device to detect fluid leakage in a joint area between two pipe sections. | |
| TWD167570S (en) | Branch pipe joint part | |
| CL2018000217A1 (en) | Well casing pipe and well casing pipe system and method | |
| EP3702657A4 (en) | PIPE COUPLING AND PIPE COUPLING ASSEMBLY METHOD | |
| GB2537462A (en) | Downhole screen tracer retention | |
| IL268241A (en) | Soil conditioner for reducing the sodicity and dispersion to improve the water mobility in various soils | |
| EP3578726C0 (en) | CORRUGATED STEEL SHEET WITH INCLINED PART WITH ADJUSTED POSITION OF THE COUPLING OPENING AND CONNECTING CORRUGATED STEEL SHEET STRUCTURE TO IT | |
| MX394096B (en) | RISER PIPE WITH INTERNAL ROTARY FLOW CONTROL DEVICE. | |
| PL409370A1 (en) | Metal masking plug for pipes | |
| PL3935303T3 (en) | A system for carrying out activities related to a polyethylene pipe, containing quick-connecting means for drilling, securing with a plug and connecting a polyethylene pipe to the pipeline | |
| MY189875A (en) | Downhole fluids with a particular impedance | |
| Abdel-Aal et al. | Modelling heat transfer processes for buried pipes | |
| GB2563032B (en) | Soil and waste pipe | |
| RU2014108249A (en) | METHOD FOR PROTECTING PIPELINES FROM LOCAL STABILITY LOSS | |
| CN207453890U (en) | A kind of drilling rod external connection device | |
| TH12930C3 (en) | Installation inspection equipment Threaded joint Water supply pipe buried in the wall | |
| TH12930A3 (en) | Installation inspection equipment Threaded joint Water supply pipe buried in the wall | |
| PL403903A1 (en) | Method for joining the protective layer for pipes with concrete weight and a concrete weight in pipelines | |
| CN204573463U (en) | The sleeve pipe of quick detachable mark | |
| EP3461281A4 (en) | ARRANGEMENT AND METHOD FOR JOINING PIPES TO WATER | |
| PL122768U1 (en) | Knee-support | |
| PL121817U1 (en) | Cumulative gutter of fluid for cleaning |