CN2756716Y - Continuous deep laying earth work film device - Google Patents
Continuous deep laying earth work film device Download PDFInfo
- Publication number
- CN2756716Y CN2756716Y CN 200420012859 CN200420012859U CN2756716Y CN 2756716 Y CN2756716 Y CN 2756716Y CN 200420012859 CN200420012859 CN 200420012859 CN 200420012859 U CN200420012859 U CN 200420012859U CN 2756716 Y CN2756716 Y CN 2756716Y
- Authority
- CN
- China
- Prior art keywords
- earth
- geomembrane
- fixed
- film
- work film
- 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
- 239000002893 slag Substances 0.000 claims abstract description 12
- 239000008400 supply water Substances 0.000 claims description 4
- 230000007423 decrease Effects 0.000 claims description 2
- 238000005096 rolling process Methods 0.000 claims description 2
- 238000003892 spreading Methods 0.000 claims description 2
- 238000005520 cutting process Methods 0.000 abstract description 7
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 7
- 239000002699 waste material Substances 0.000 abstract description 4
- 229910000831 Steel Inorganic materials 0.000 abstract description 2
- 239000010959 steel Substances 0.000 abstract description 2
- 239000007788 liquid Substances 0.000 abstract 1
- -1 polyethylene Polymers 0.000 description 6
- 239000004698 Polyethylene Substances 0.000 description 5
- 238000010276 construction Methods 0.000 description 5
- 229920000573 polyethylene Polymers 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 238000004026 adhesive bonding Methods 0.000 description 3
- 239000002131 composite material Substances 0.000 description 3
- 239000012528 membrane Substances 0.000 description 3
- 239000000463 material Substances 0.000 description 2
- 229920000915 polyvinyl chloride Polymers 0.000 description 2
- 239000004800 polyvinyl chloride Substances 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 239000002002 slurry Substances 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 239000004071 soot Substances 0.000 description 2
- 239000004743 Polypropylene Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 238000000280 densification Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 210000001503 joint Anatomy 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 239000004745 nonwoven fabric Substances 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 229920001155 polypropylene Polymers 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000007569 slipcasting Methods 0.000 description 1
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- Revetment (AREA)
Abstract
The utility model relates to a deeply and continuously earth work film laying device. A bottom beam is connected with a tower frame, one end of a steel cable on a pulley wheel which is connected with the tower frame is fixed on an earth cutting implement, the other end is connected with liquid operated impact mechanism and fixed on a hoister, and the bottom beam is provided with an opening used for lifting and falling the earth cutting implement; a slag return pipe is fixed on one side of the earth cutting implement, the side is connected with a sandstone pump, the earth cutting implement is connected with a water supply pipe which is connected with a water supply pump, and an earth work film box on one side of the slag return pipe is fixedly connected with the bottom beam; an earth work film joint device is fixed on the tail end of a front roll of earth work film and the starting end of a rear roll of earth work film; a pipe body of the earth work film joint device is provided with a slot. The utility model can automatically break earth and subside and realizes continuously cutting earth to form slots, deslagging, film laying and waste slag being backfilled into slots, and the depth of laying film can reach 40 meters.
Description
Technical field:
The utility model relates to a kind of dark continuously shop geomembrane device, is used for granular soil layer seepage control project, as the antiseepage treatment project in fields such as water conservancy dykes and dams, old soot and urban construction.
Background technology:
The geomembrane that uses in the antiseepage of water conservancy dykes and dams, old soot and urban construction etc. is handled is 0.2-2mm thick polyethylene, igelite antiseepage film and composite geo-membrane (polyethylene film, polychloroethylene film and polyester-type nonwoven or the non-woven fabric compounded body of polypropylene type) at present.Commonly used is polyvinyl chloride (PVC) geomembrane and polyvinyl chloride composite geo-membrane, polyethylene (PE) geomembrane and polyethylene composite geo-membrane.
These geomembranes all are the waterproof rolls of plant produced, therefore in the waterproof, seepage control engineering construction, must connect every volume joint.The common at present method that adopts mutual overlap joint or the interface gluing is bonded together.Directly the geomembrane of overlap joint is difficult to be adjacent to densification at interface, seeps water easily and mortar, and anti-seepage effect is bad; The gluing bonding method need hang behind the joint gluing, thereby speed of application is slow, particularly in humidity than under the overall situation, adhesive effect is undesirable.Two kinds of jointing methods all can butt joint antiseepage quality cause totally unfavorable influence, thereby influence the antiseepage quality and the working life of whole engineering.
Present construction equipment still can not be realized breaking ground continuously and spreading film, and work efficiency is lower; And the shop film degree of depth can only reach in underground 10 meters, can not satisfy the actual needs in above-mentioned engineering field.
Summary of the invention:
The purpose of this utility model is to provide a kind of dark continuously shop geomembrane device, it is the sinking of can breaking ground voluntarily, cut the device of native grooving, deslagging, shop film and waste residue backfill groove more continuously, the joint of geomembrane twines tight in junction block and carry out grouting reinforcement in junction block, make the connection between the geomembrane fastening firm, its shop film degree of depth can reach 40 meters.
The technical solution of the utility model is achieved in that continuously dark shop geomembrane device, wherein on bottom girder, be connected with pylon, an end that is connected the wire rope on the pulley of pylon is fixed on the soil-cutter, the other end is connected with hydraulical impact mechanism and is fixed on the winch, and bottom girder is provided with opening so that promote and transfer soil-cutter; Be fixed with the return slag pipe on the next door of soil-cutter, and link to each other, on soil-cutter, be connected with feed pipe and link to each other, the geomembrane case is set and casing is connected on the bottom girder in return slag pipe one side with supply-water pump with gravel pump; The junction, top of rolling up geomembrane in the end and the back one of last volume geomembrane is the geomembrane piecing devices fixedly; Have groove on the body of geomembrane piecing devices.
Good effect of the present utility model is: it is for breaking ground sinking voluntarily, cut the device of native grooving, deslagging, shop film and waste residue backfill groove more continuously, the termination of geomembrane is twined in junction block closely and carry out grouting reinforcement in junction block, makes the connection between the geomembrane fastening firm; Its shop film degree of depth can reach 40 meters.
Description of drawings:
Fig. 1 is a structural representation of the present utility model;
1, the end of last volume geomembrane; 2, geomembrane piecing devices; 3, the top of back one volume geomembrane; 4, geomembrane case; 5, return slag pipe; 6, soil-cutter; 7, pylon; 8, supply-water pump; 9, gravel pump; 10, hydraulic impact mechanism; 11, bottom girder and walking mechanism; 12, winch;
The specific embodiment:
Below in conjunction with accompanying drawing the utility model is further described, as shown in Figure 1, dark continuously shop geomembrane device, wherein on bottom girder 11, be connected with pylon 7, an end that is connected the wire rope on the pulley of pylon 7 is fixed on the soil-cutter 6, the other end is connected with hydraulical impact mechanism 10 and is fixed on the winch 12, has the opening of lifting and decline soil-cutter 6 on the bottom girder 11; Be fixed with return slag pipe 5 on the next door of soil-cutter 6, the return slag pipe links to each other with gravel pump 9, is connected with feed pipe and links to each other with supply-water pump 8 on soil-cutter 6, geomembrane case 4 is set and casing is connected on the bottom girder 11 in return slag pipe 5 one sides; Be connected and fixed at the end 1 of last volume geomembrane and the top 3 usefulness geomembrane piecing devices 2 of back one volume geomembrane; Have groove on the body of geomembrane piecing devices 2.
The film construction of antiseepage shop comprises two processes: sinking pore-forming and fluting shop film.At first adopt and impact and water jetting sinking pore-forming, drive wire rope with winch then and soil-cutter 6 is transferred in place, under the effect of hydraulical impact mechanism 10, wire rope drives soil-cutter 6 and up and down reciprocatingly cuts native grooving, the degree of depth of soil-cutter 6 flutings can determine according to circumstances that its degree of depth can reach 40 meters; At this moment the sand particle of Qie Xiaing is extracted into the face of land by return slag pipe 5 from bottom land by gravel pump 9 with mud, and has spread with its backfill in the groove of film.Walking mechanism 11 moves forward with the whole device of corresponding speed drive, realizes cutting continuously soil, deslagging grooving; Geomembrane case 4 is being emitted geomembrane when moving; When geomembrane connected, geomembrane piecing devices 2 were put in the termination 1,3 of front and back two volume geomembranes, and it is special steel pipe, two terminations of film are stretched in the body groove, rotate body two films be wrapped on the outside wall surface of pipe tightly, two films are close to together, block water by.Then to carrying out slip casting in managing, make casing pack have cementing properties and impervious slurry material, the slurry material fixed after, the termination of two films can be cemented in the pipe, thus these geomembrane piecing devices 2 have make two film terminations tightly wrap and make the termination the pipe in by fixed double seal effect.Native grooving, deslagging, shop film and waste residue backfill groove have been realized cutting continuously.
Claims (1)
1, the dark continuously geomembrane device of spreading, it is characterized in that: on bottom girder (11), be connected with pylon (7), an end that is connected the wire rope on the pulley of pylon (7) is fixed on the soil-cutter (6), the other end is connected with hydraulical impact mechanism (10) and is fixed on the winch (12), has the opening of lifting and decline soil-cutter (6) on the bottom girder (11); Side at soil-cutter (6) is fixed with return slag pipe (5), and links to each other with gravel pump (9), is connected with feed pipe and links to each other with supply-water pump (8) on soil-cutter (6), is provided with geomembrane case (4) and casing is connected on the bottom girder (11) in return slag pipe (5) one sides; The junction, top (3) of rolling up geomembrane in the end (1) and the back one of last volume geomembrane is geomembrane piecing devices (2) fixedly; Have groove on the body of geomembrane piecing devices (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200420012859 CN2756716Y (en) | 2004-12-15 | 2004-12-15 | Continuous deep laying earth work film device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200420012859 CN2756716Y (en) | 2004-12-15 | 2004-12-15 | Continuous deep laying earth work film device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2756716Y true CN2756716Y (en) | 2006-02-08 |
Family
ID=35965102
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200420012859 Expired - Fee Related CN2756716Y (en) | 2004-12-15 | 2004-12-15 | Continuous deep laying earth work film device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2756716Y (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102367671A (en) * | 2011-09-13 | 2012-03-07 | 北京高能时代环境技术股份有限公司 | Method for installing vertical soft barrier system based on soil foundation |
| CN102367670A (en) * | 2011-09-13 | 2012-03-07 | 北京高能时代环境技术股份有限公司 | Triangular sealing device for connecting vertical soft barrier system |
| CN102444145A (en) * | 2011-09-13 | 2012-05-09 | 北京高能时代环境技术股份有限公司 | Porous sealing device for connecting vertical flexible barrier system |
| CN103031869A (en) * | 2013-01-19 | 2013-04-10 | 张永忠 | Vertical plastic spreading and film placing device |
| CN105317065A (en) * | 2014-06-24 | 2016-02-10 | 中交四航工程研究院有限公司 | Synchronous grooving and plastic laying all-in-one machine |
| CN107761698A (en) * | 2017-10-24 | 2018-03-06 | 北京高能时代环境技术股份有限公司 | Geomembrane installation aiding device and distribution method |
| CN109024489A (en) * | 2018-08-22 | 2018-12-18 | 内蒙古黄河工程局股份有限公司 | A kind of synchronous vertical plastic-laying machine |
| CN116159851A (en) * | 2021-11-20 | 2023-05-26 | 南昌工程学院 | Split type contaminated soil treatment equipment |
-
2004
- 2004-12-15 CN CN 200420012859 patent/CN2756716Y/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102367671A (en) * | 2011-09-13 | 2012-03-07 | 北京高能时代环境技术股份有限公司 | Method for installing vertical soft barrier system based on soil foundation |
| CN102367670A (en) * | 2011-09-13 | 2012-03-07 | 北京高能时代环境技术股份有限公司 | Triangular sealing device for connecting vertical soft barrier system |
| CN102444145A (en) * | 2011-09-13 | 2012-05-09 | 北京高能时代环境技术股份有限公司 | Porous sealing device for connecting vertical flexible barrier system |
| CN103031869A (en) * | 2013-01-19 | 2013-04-10 | 张永忠 | Vertical plastic spreading and film placing device |
| CN105317065A (en) * | 2014-06-24 | 2016-02-10 | 中交四航工程研究院有限公司 | Synchronous grooving and plastic laying all-in-one machine |
| CN105317065B (en) * | 2014-06-24 | 2018-06-08 | 中交四航工程研究院有限公司 | Synchronous slotting paving modeling all-in-one machine |
| CN107761698A (en) * | 2017-10-24 | 2018-03-06 | 北京高能时代环境技术股份有限公司 | Geomembrane installation aiding device and distribution method |
| CN109024489A (en) * | 2018-08-22 | 2018-12-18 | 内蒙古黄河工程局股份有限公司 | A kind of synchronous vertical plastic-laying machine |
| CN116159851A (en) * | 2021-11-20 | 2023-05-26 | 南昌工程学院 | Split type contaminated soil treatment equipment |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |