CN111535366A - Salt pond landfill system of flexible safe landfill solid waste salt - Google Patents
Salt pond landfill system of flexible safe landfill solid waste salt Download PDFInfo
- Publication number
- CN111535366A CN111535366A CN202010244430.3A CN202010244430A CN111535366A CN 111535366 A CN111535366 A CN 111535366A CN 202010244430 A CN202010244430 A CN 202010244430A CN 111535366 A CN111535366 A CN 111535366A
- Authority
- CN
- China
- Prior art keywords
- landfill
- salt
- hdpe
- solid
- material layer
- 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.)
- Pending
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/002—Ground foundation measures for protecting the soil or subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/006—Sealing of existing landfills, e.g. using mining techniques
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/18—Making embankments, e.g. dikes, dams
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/02—Arrangement of sewer pipe-lines or pipe-line systems
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0006—Plastics
- E02D2300/0015—HDPE
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2450/00—Gaskets
- E02D2450/10—Membranes
- E02D2450/105—Membranes impermeable
- E02D2450/106—Membranes impermeable for liquids
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Health & Medical Sciences (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Processing Of Solid Wastes (AREA)
Abstract
The utility model provides a salt pond landfill system of flexible safe landfill solid waste salt, includes former landfill barrier layer, landfill material layer, HDPE membrane and treats the solid-state waste salt of landfill, former landfill barrier layer is located the bottom, landfill material layer covers on former landfill barrier layer, digs the hole type with landfill material layer, HDPE covers on landfill material layer, solid-state waste salt is wrapped up by the HDPE membrane, treats salt pond landfill system landfill and fills the back, adopts the HDPE membrane to weld as an organic wholely on salt pond landfill system upper surface.
Description
Technical Field
The invention relates to the field of solid waste salt landfill methods, in particular to a salt pond landfill system for solid waste salt in a flexible safety landfill.
Background
The disposal of the solid waste salt is a problem which is puzzled for a long time in the industry at present, the main disposal mode is to directly fill the landfill site, the existing solid waste salt is directly filled in the landfill site, rainwater infiltration can dissolve the solid waste salt to form leachate containing high-salt wastewater, the high-salt wastewater is usually subjected to salt precipitation in an evaporation mode and then is buried, the disposal cost is high, the waste salt is infinitely circulated in landfill site-leachate-evaporation disposal, the disposal cost of enterprises is greatly improved, in addition, after the salt in the landfill pile is dissolved to form the leachate, the position of the salt will collapse to influence the safety and stability of the whole landfill pile.
Disclosure of Invention
In order to solve the problems, the invention provides the flexible and safe landfill solid waste salt pond landfill system which can effectively prevent the possibly generated problem that the leachate dissolves solid waste salt, reduce the subsequent leachate disposal cost of enterprises, and improve the stability and the safety of landfill piles.
The technical scheme of the invention is as follows: the utility model provides a salt pond landfill system of flexible safe landfill solid waste salt, includes former landfill barrier layer, landfill material layer, HDPE membrane and treats the solid-state waste salt of landfill, former landfill barrier layer is located the bottom, landfill material layer covers on former landfill barrier layer, digs the hole type with landfill material layer, HDPE covers on landfill material layer, solid-state waste salt is wrapped up by the HDPE membrane, treats salt pond landfill system landfill and fills the back, adopts the HDPE membrane to weld as an organic wholely on salt pond landfill system upper surface.
By adopting the technical scheme, as the solid waste salt is wrapped by the HDPE film, after the salt pond landfill system is filled, the HDPE film is welded on the upper surface of the salt pond landfill system into a whole, so that the problem that rainwater is contacted with the solid waste salt to generate leachate can be effectively prevented, the possibly generated leachate dissolves the solid waste salt can be effectively prevented, the subsequent leachate treatment cost of an enterprise is reduced, and the stability and the safety of a landfill yard stack body are improved; because the original landfill impervious layer is positioned at the bottom, the original landfill impervious layer is in a pit shape, the landfill material layer covers the original landfill impervious layer, and then solid waste salt is filled in the pit, so that the problem of stack body airtightness damage caused by tearing the salt pond can be prevented.
The invention further comprises the following steps: HDPE pipes are embedded in the landfill material layer, and the outer surface of each HDPE pipe is welded with the HDPE film into a whole.
Adopt above-mentioned technical scheme, because pre-buried HDPE pipe on the landfill material layer, produced rainwater can be temporarily discharged by this calandria during the landfill, because HDPE outside of tubes surface welds integratively with the HDPE membrane, adopts HDPE material welding shutoff this outlet when solid-state waste salt is buried soon.
The invention further comprises the following steps: the HDPE film is folded to a plurality of sizes to form an expansion joint.
Adopt above-mentioned technical scheme, because the solid-state waste salt in the salt pond landfill system can slightly displace, through turning over a plurality of sizes with the HDPE membrane, form the expansion joint, avoid tearing because of solid-state waste salt displacement causes solid-state waste salt.
Drawings
Fig. 1 is a schematic structural diagram of a salt pond landfill system for solid waste salt in a flexible safety landfill according to an embodiment of the invention.
Detailed Description
As shown in fig. 1, the salt pond landfill system for the solid waste salt of the flexible safe landfill comprises an original landfill impermeable layer 1, a landfill material layer 2, an HDPE (high-density polyethylene) membrane 3 and solid waste salt 4 to be buried, wherein the original landfill impermeable layer 1 is positioned at the bottom, the landfill material layer 2 covers the original landfill impermeable layer 1, the landfill material layer 2 is dug into a pit shape, the HDPE covers the landfill material layer 2, the solid waste salt 4 is wrapped by the HDPE membrane 3, and after the salt pond landfill system is filled, the upper surface of the salt pond landfill system is welded into a whole by the HDPE membrane 3; because the original landfill impervious layer 1 is positioned at the bottom, the original landfill impervious layer 1 is in a pit shape, the landfill material layer 2 covers the original landfill impervious layer 1, and then the solid waste salt 4 is filled in the pit, so that the problem of stack airtightness damage caused by tearing the salt pond can be prevented.
Because solid-state waste salt 4 is wrapped up by HDPE membrane 3, treat that salt pond landfill system landfill is solid back, adopt HDPE membrane 3 to weld as an organic whole on salt pond landfill system upper surface, can prevent effectively that rainwater and solid-state waste salt 4 from contacting and producing filtration liquid, can effectively prevent the problem that the infiltration liquid that probably produces dissolves solid-state waste salt 4, reduce the subsequent infiltration liquid of enterprise and deal with the cost, improve landfill yard stack stability and security.
Because pre-buried HDPE pipe 5 on landfill material layer 2, produced rainwater during the landfill can be discharged by this calandria temporarily, because 5 surfaces of HDPE pipe and 3 welding of HDPE membrane are integrative, adopt HDPE material welding shutoff this outlet when solid-state waste salt 4 is buried soon
The HDPE film 3 is folded to a plurality of sizes to form an expansion joint.
Because solid-state waste salt 4 in the salt pond landfill system can slightly shift, through turning over HDPE membrane 3 a plurality of sizes, form the expansion joint, avoid tearing because of solid-state waste salt 4 displacement causes solid-state waste salt 4.
Claims (3)
1. The utility model provides a salt pond landfill system of flexible safe landfill solid waste salt which characterized in that: including former landfill barrier layer, landfill material layer, HDPE membrane and the solid-state waste salt of treating the landfill, former landfill barrier layer is located the bottom, landfill material layer covers on former landfill barrier layer, digs the landfill material layer into the hole type, HDPE covers on landfill material layer, solid-state waste salt is wrapped up by the HDPE membrane, treats salt pond landfill system landfill solid-filling back, adopts the HDPE membrane to weld as an organic whole on salt pond landfill system upper surface.
2. The salt pond landfill system of flexible safety landfill solid waste salt according to claim 1, characterized in that: HDPE pipes are embedded in the landfill material layer, and the outer surface of each HDPE pipe is welded with the HDPE film into a whole.
3. The salt pond landfill system of flexible safety landfill solid waste salt according to claim 1, characterized in that: the HDPE film is folded to a plurality of sizes to form an expansion joint.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202010244430.3A CN111535366A (en) | 2020-03-31 | 2020-03-31 | Salt pond landfill system of flexible safe landfill solid waste salt |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202010244430.3A CN111535366A (en) | 2020-03-31 | 2020-03-31 | Salt pond landfill system of flexible safe landfill solid waste salt |
Publications (1)
Publication Number | Publication Date |
---|---|
CN111535366A true CN111535366A (en) | 2020-08-14 |
Family
ID=71978716
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202010244430.3A Pending CN111535366A (en) | 2020-03-31 | 2020-03-31 | Salt pond landfill system of flexible safe landfill solid waste salt |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN111535366A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113392480A (en) * | 2021-06-16 | 2021-09-14 | 温州市环境发展有限公司 | Landfill three-dimensional simulation integrated management system based on virtual reality technology |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101979781A (en) * | 2010-09-28 | 2011-02-23 | 中国石油集团川庆钻探工程有限公司 | Method for constructing petroleum drilling waste slurry curing tank |
US20140363235A1 (en) * | 2009-12-08 | 2014-12-11 | Awt Ip, Llc | System and method for strengthening a sloped structure |
CN110052471A (en) * | 2019-04-02 | 2019-07-26 | 中国石油集团川庆钻探工程有限公司 | Petroleum and natural gas drilling waste landfill process |
CN209577700U (en) * | 2018-12-26 | 2019-11-05 | 惠州东江威立雅环境服务有限公司 | A kind of high saliferous hazardous waste package landfill structure |
CN209634895U (en) * | 2018-12-29 | 2019-11-15 | 清大国华环境集团股份有限公司 | A kind of industrial waste salt landfill pail pack and sealing structure |
CN110639939A (en) * | 2019-10-23 | 2020-01-03 | 绍兴市上虞众联环保有限公司 | Industrial salt slag landfill system and leachate treatment method |
-
2020
- 2020-03-31 CN CN202010244430.3A patent/CN111535366A/en active Pending
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20140363235A1 (en) * | 2009-12-08 | 2014-12-11 | Awt Ip, Llc | System and method for strengthening a sloped structure |
CN101979781A (en) * | 2010-09-28 | 2011-02-23 | 中国石油集团川庆钻探工程有限公司 | Method for constructing petroleum drilling waste slurry curing tank |
CN209577700U (en) * | 2018-12-26 | 2019-11-05 | 惠州东江威立雅环境服务有限公司 | A kind of high saliferous hazardous waste package landfill structure |
CN209634895U (en) * | 2018-12-29 | 2019-11-15 | 清大国华环境集团股份有限公司 | A kind of industrial waste salt landfill pail pack and sealing structure |
CN110052471A (en) * | 2019-04-02 | 2019-07-26 | 中国石油集团川庆钻探工程有限公司 | Petroleum and natural gas drilling waste landfill process |
CN110639939A (en) * | 2019-10-23 | 2020-01-03 | 绍兴市上虞众联环保有限公司 | Industrial salt slag landfill system and leachate treatment method |
Non-Patent Citations (1)
Title |
---|
王琪: "《危险废物及其鉴别管理》", 31 July 2008, 中国环境科学出版社 * |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113392480A (en) * | 2021-06-16 | 2021-09-14 | 温州市环境发展有限公司 | Landfill three-dimensional simulation integrated management system based on virtual reality technology |
CN113392480B (en) * | 2021-06-16 | 2022-04-22 | 温州市环境发展有限公司 | Landfill three-dimensional simulation integrated management system based on virtual reality technology |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US10174477B2 (en) | Reinforced wall system | |
US9649673B2 (en) | System and method for strengthening a sloped structure such as a berm, basin, levee, embankment, or the like | |
US8784008B2 (en) | Berm and method of construction thereof | |
US8727664B2 (en) | Berm and method of construction thereof | |
CN105672391A (en) | Method for firstly curing and then excavating sludge at bottoms of city inland rivers and lakes | |
CN111535366A (en) | Salt pond landfill system of flexible safe landfill solid waste salt | |
CN102605760B (en) | Method and device of vacuum in-situ consolidation of large-area urban domestic sludge | |
CN111014226A (en) | Ton package and landfill of soluble waste salt | |
JP4129762B2 (en) | Sea surface waste disposal site | |
CN1552534A (en) | Film laying method for vertical anti-penetrating resistant system for garbage burying cite | |
CN206567308U (en) | Ocean and the artificial islands and reefs burying treatment system of municipal refuse offshore | |
JP4979228B2 (en) | Additional construction method of impermeable layer | |
JPH10165916A (en) | Water sealing equipment in civil engineering construction enclosing outside | |
JP3318401B2 (en) | Water-blocking equipment at sea reclamation sites | |
JP2001323432A (en) | Impervious structure of revetment | |
CN216640693U (en) | Flood interception mechanism for sealing landfill | |
CN214301341U (en) | Water drainage channel crossing temporary road on anti-seepage film of garbage pile | |
CN107700639A (en) | The wastewater equalization pond and its method of construction that environment remediation field uses | |
JP2001232322A (en) | Marine waste disposal plant and control method thereof | |
Druback et al. | Subsurface pollution containment using a composite system vertical cutoff barrier | |
JPS62236914A (en) | Formation of underground cut-off wall | |
CN118327014A (en) | Plugging device and method for ultra-high water level post-well sealing | |
JP2000288507A (en) | Method of treating incinerated refuse ash | |
JPH0376371B2 (en) | ||
JP2001123430A (en) | Structure for reclaiming seaside, and method of reclamation |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
RJ01 | Rejection of invention patent application after publication |
Application publication date: 20200814 |
|
RJ01 | Rejection of invention patent application after publication |