CN109594570A - Filter cake dry method red mud storage yard slope drainage structure and construction method - Google Patents
Filter cake dry method red mud storage yard slope drainage structure and construction method Download PDFInfo
- Publication number
- CN109594570A CN109594570A CN201811486786.7A CN201811486786A CN109594570A CN 109594570 A CN109594570 A CN 109594570A CN 201811486786 A CN201811486786 A CN 201811486786A CN 109594570 A CN109594570 A CN 109594570A
- Authority
- CN
- China
- Prior art keywords
- red mud
- filter cake
- gutter
- dry
- slope
- 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
- 239000012065 filter cake Substances 0.000 title claims abstract description 56
- 238000000034 method Methods 0.000 title claims abstract description 15
- 238000003860 storage Methods 0.000 title claims abstract description 12
- 238000010276 construction Methods 0.000 title claims abstract description 8
- 229920001903 high density polyethylene Polymers 0.000 claims abstract description 30
- 239000004700 high-density polyethylene Substances 0.000 claims abstract description 30
- 238000009412 basement excavation Methods 0.000 claims abstract description 7
- 238000004873 anchoring Methods 0.000 claims abstract description 5
- 238000003466 welding Methods 0.000 claims description 4
- PNEYBMLMFCGWSK-UHFFFAOYSA-N Alumina Chemical compound [O-2].[O-2].[O-2].[Al+3].[Al+3] PNEYBMLMFCGWSK-UHFFFAOYSA-N 0.000 description 3
- 239000003513 alkali Substances 0.000 description 3
- GWEVSGVZZGPLCZ-UHFFFAOYSA-N Titan oxide Chemical compound O=[Ti]=O GWEVSGVZZGPLCZ-UHFFFAOYSA-N 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000007788 liquid Substances 0.000 description 2
- 239000002075 main ingredient Substances 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- KKCBUQHMOMHUOY-UHFFFAOYSA-N Na2O Inorganic materials [O-2].[Na+].[Na+] KKCBUQHMOMHUOY-UHFFFAOYSA-N 0.000 description 1
- 229910001570 bauxite Inorganic materials 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- TWNQGVIAIRXVLR-UHFFFAOYSA-N oxo(oxoalumanyloxy)alumane Chemical compound O=[Al]O[Al]=O TWNQGVIAIRXVLR-UHFFFAOYSA-N 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
- 239000002351 wastewater Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- 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
- E02D17/20—Securing of slopes or inclines
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/04—Pipes or fittings specially adapted to sewers
- E03F3/046—Open sewage channels
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)
- Health & Medical Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Treatment Of Sludge (AREA)
- Tires In General (AREA)
- Road Paving Structures (AREA)
Abstract
The invention discloses a kind of filter cake dry method red mud storage yard slope drainage structure and construction methods, including the dam body constructed using the dry red mud of filter cake and the dry red mud road of filter cake constructed along red mud dump periphery massif side slope, the dry red mud road of filter cake goes to red mud dump caudal directions to construct from the dam of dam body, in excavation of the dry red mud road of filter cake by massif side slope side, gutter is set, HDPE geomembrane in gutter is laid in gutter, gutter HDPE geomembrane is welded to connect by massif side slope side and slope seepage control layer HDPE geomembrane, gutter HDPE geomembrane is anchored by stockyard side on the dry red mud road of filter cake and through anchoring groove.The present invention, which solves red mud dump high gradient slope, can not form the reality of Cut-off ditch, effectively reduce into red mud dump rainwater, reduce red mud dump rain flood pressure, be conducive to red mud dump Recycle mechanism.
Description
Technical field
The present invention relates to a kind of discharge structure technical fields, and in particular to a kind of filter cake dry method red mud storage yard slope drainage knot
Structure and construction method.
Background technique
Red mud is the solid residue with alkali after extracting aluminium oxide in bauxite, and being may be to ring in aluminum oxide production process
One of the principal element that border pollutes.Red mud Main Components are Si02、CaO、Fe2O3、A12O3、Na2O、TiO2、K2O etc..Red mud
Main ingredient, which does not belong to, the substance especially endangered to environment, and red mud is mainly it containing Na to the hazard factor of environment20 attached liquid.
Attached liquid 2~3g/L containing alkali, pH value is up to 9~12.Wastewater from red mud main ingredient is K+、Na+、Ca2+、Mg2+、A13+、OH-、F-、C1-、
SO4 2-Deng red mud is to the pollution of environment based on alkali pollution.
Red mud dump uses filter cake dry method red mud stockpiling technique, main flow are as follows: contain filtering red mud to solid at present
After amount 67% or so, by filter cake automobile transportation to heap yarding.Dam body is generally first constructed when red mud pilling, then along stockyard week
The dry red mud transport routes of filter cake are built on side, then toward heap yarding red mud.
Red mud dump sanitary landifll difficulty is big at this stage, and stockyard massif side slope is often high gradient slope, and side slope is not easy out
Digging forms the measures such as Cut-off ditch and intercepts massif rainwater, this results in a large amount of massif side slope clear water to enter in stockyard and increase red mud
The rain flood pressure in stockyard.
Summary of the invention
In order to solve the above-mentioned technical problem the present invention provides a kind of filter cake dry method red mud storage yard slope drainage structure and construction
Method, it is therefore an objective to the reality of Cut-off ditch can not be formed by solving red mud dump high gradient slope, be effectively reduced into red mud dump rainwater,
Red mud dump rain flood pressure is reduced, red mud dump Recycle mechanism is conducive to.
Technical scheme is as follows:
A kind of filter cake dry method red mud storage yard slope drainage structure, including the dam body constructed using the dry red mud of filter cake and along red mud
The dry red mud road of the filter cake that stockyard periphery massif side slope is constructed, the dry red mud road of filter cake go to red mud dump tail portion from the dam of dam body
Direction is constructed, and is equipped with gutter in excavation of the dry red mud road of filter cake by massif side slope side, the row of laying in gutter
Ditch HDPE geomembrane, gutter HDPE geomembrane are welded to connect by massif side slope side and slope seepage control layer HDPE geomembrane,
Gutter HDPE geomembrane is anchored by stockyard side on the dry red mud road of filter cake and through anchoring groove.
Gutter on the dry red mud road of filter cake connects with the dam abutment gutter of dam body.
A kind of construction method of filter cake dry method red mud storage yard slope drainage structure, includes the following steps:
Step 1, dam body is constructed with the dry red mud of filter cake；
Step 2, the dry red mud road of filter cake is constructed along red mud dump massif side slope, the dry red mud road of filter cake goes to stockyard from dam
Caudal directions are constructed, and the dry red mud road of filter cake is kept in certain drainage grade slope aspect red mud dump and dam body；
Step 3, gutter is excavated by massif side slope side along the dry red mud road of filter cake, gutter, which is excavated, keeps one away from side slope
Set a distance；
Step 4, HDPE geomembrane in gutter is laid in gutter；
Step 5, HDPE geomembrane in gutter is welded to connect by massif side slope side and slope seepage control layer HDPE geomembrane；
Step 6, by stockyard side, the excavation and anchorage ditch on the dry red mud road of filter cake anchors gutter HDPE geomembrane；
Step 7, after the completion of above-mentioned steps, the gutter formed will be excavated and connected with dam abutment gutter, massif rainwater is arranged
To outside red mud dump；
Step 8, it when constructing next stage red mud fill dam, repeats the above steps until the final absolute altitude of red mud dump, maximum
The guarantee rainwater of limit does not enter in red mud dump.
Advantages of the present invention effect: the present invention, which solves red mud dump high gradient slope, can not form the reality of Cut-off ditch, have
Effect, which is reduced, enters red mud dump rainwater, reduces red mud dump rain flood pressure, is conducive to red mud dump Recycle mechanism.
Detailed description of the invention
Fig. 1 is plan view schematic diagram of the invention.
Fig. 2 is slope drainage structural schematic diagram of the present invention.
In figure: 1- dam body, the dry red mud road of 2- filter cake, 3- massif side slope, 4- slope seepage control layer HDPE geomembrane, 5- draining
Ditch, the gutter 6- HDPE geomembrane, 7- anchoring groove, 8- dam abutment gutter, 9- red mud dump, the gutter 10- starting point, the downstream 11-
Coombe entrance, the welding position 12-.
Specific embodiment
Present invention will be further explained below with reference to the attached drawings and examples, but not as any limitation of the invention.
As shown in Figs. 1-2, filter cake dry method red mud storage yard slope drainage structure of the present invention, including constructed using the dry red mud of filter cake
Dam body 1, then construct the dry red mud road 2 of filter cake along 9 periphery massif side slope 3 of red mud dump, dry red mud road 2 is gone to from dam body 1
9 caudal directions of red mud dump are constructed, and excavate 5 section of gutter while constructing filter cake dry red mud road 2, gutter 5 excavate away from
Side slope certain distance after the completion of gutter 5 is excavated, is laid with gutter HDPE geomembrane in order to avoid destroying geomembrane in gutter 5
6, gutter HDPE geomembrane 6 is welded to connect by 3 side of massif side slope and slope seepage control layer HDPE geomembrane 4, welding position 12
As shown in Fig. 2, gutter HDPE geomembrane 6 is by 9 side of red mud dump, the excavation and anchorage ditch 7 on the dry red mud road 2 of filter cake is anchored.
The gutter 5 that formation is excavated on the dry red mud road 2 of filter cake connects with dam abutment gutter 8 after the completion.Gutter starting point 10 and downstream
Before coombe entrance 11 is located at 9 tail portion of red mud dump and dam body 1, as shown in Figure 1.
The construction method of filter cake dry method red mud storage yard slope drainage structure includes the following steps:
Step 1, the dry Red Mud Dam 1 of filter cake is constructed；
Step 2, the dry red mud road 2 of filter cake is constructed along the massif side slope 3 of red mud dump 9, the dry red mud road 2 of filter cake is before dam
It constructs toward stockyard caudal directions, the dry red mud road 2 of filter cake is kept in certain drainage grade slope aspect red mud dump 9 and dam body 1；
Step 3,5 section of gutter is excavated by 3 side of massif side slope along the dry red mud road 2 of filter cake, gutter 5 is excavated away from side
Slope keeps certain distance；
Step 4, gutter HDPE geomembrane 6 is laid in gutter 5；
Step 5, gutter HDPE geomembrane 6 connects by 3 side of massif side slope and the welding of slope seepage control layer HDPE geomembrane 4
It connects；
Step 6, gutter HDPE geomembrane 6 leans on 9 side of red mud dump excavation and anchorage ditch 7 on the dry red mud road 2 of filter cake
Anchoring；
Step 7, after the completion of above-mentioned steps, the gutter 5 formed will be excavated and connected with dam abutment gutter 8, by massif rainwater
It is outer by the inflow downstream coombe of downstream coombe entrance 11 to drain into red mud dump 9；
Step 8, it when constructing next stage red mud fill dam, repeats the above steps until the final absolute altitude of red mud dump 9, maximum
The guarantee rainwater of limit does not enter in red mud dump 9.
It is above specific application example of the invention, there are other embodiments of the invention, all to use equivalent replacement
Or the technical solution that equivalent transformation is formed, it all falls within protection scope of the presently claimed invention.
Claims (3)
1. a kind of filter cake dry method red mud storage yard slope drainage structure, it is characterised in that: including the dam constructed using the dry red mud of filter cake
Body (1) and the dry red mud road (2) of filter cake constructed along red mud dump (9) periphery massif side slope (3), the dry red mud road (2) of filter cake
It goes to red mud dump (9) caudal directions to construct from the dam of dam body (1), leans on massif side slope (3) in the dry red mud road (2) of filter cake
The excavation of side is equipped with gutter (5), is laid with gutter HDPE geomembrane (6) in gutter (5), gutter HDPE geomembrane
(6) it is welded to connect by massif side slope (3) side and slope seepage control layer HDPE geomembrane (4), gutter HDPE geomembrane (6) is by red
Mud stockyard (9) side anchors on the dry red mud road (2) of filter cake and through anchoring groove (7).
2. filter cake dry method red mud storage yard slope drainage structure according to claim 1, it is characterised in that: the dry red mud road of filter cake
Gutter (5) on road (2) connects with the dam abutment gutter (8) of dam body (1).
3. a kind of construction method of filter cake dry method red mud storage yard slope drainage structure, it is characterised in that include the following steps:
Step 1, dam body (1) is constructed with the dry red mud of filter cake；
Step 2, the dry red mud road (2) of filter cake is constructed along red mud dump (9) massif side slope (3), the dry red mud road (2) of filter cake is from dam
Stockyard caudal directions are gone to construct, in the certain drainage grade slope aspect red mud dump (9) of dry red mud road (2) holding of filter cake and dam
Body (1)；
Step 3, gutter (5) are excavated by massif side slope (3) side along the dry red mud road (2) of filter cake, gutter (5) are excavated away from side
Slope keeps certain distance；
Step 4, gutter HDPE geomembrane (6) are laid in gutter (5)；
Step 5, gutter HDPE geomembrane (6) connects by massif side slope (3) side and slope seepage control layer HDPE geomembrane (4) welding
It connects；
Step 6, gutter HDPE geomembrane (6) leans on stockyard side excavation and anchorage ditch (7) anchor on the dry red mud road (2) of filter cake
Gu；
Step 7, after the completion of above-mentioned steps, the gutter (5) formed will be excavated and connected with dam abutment gutter (8), by massif rainwater
Drain into red mud dump (9) outside；
Step 8, it when constructing next stage red mud fill dam, repeats the above steps until red mud dump (9) final absolute altitude, maximum limit
The guarantee rainwater of degree does not enter in red mud dump (9).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811486786.7A CN109594570A (en) | 2018-12-06 | 2018-12-06 | Filter cake dry method red mud storage yard slope drainage structure and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811486786.7A CN109594570A (en) | 2018-12-06 | 2018-12-06 | Filter cake dry method red mud storage yard slope drainage structure and construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109594570A true CN109594570A (en) | 2019-04-09 |
Family
ID=65962220
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811486786.7A Pending CN109594570A (en) | 2018-12-06 | 2018-12-06 | Filter cake dry method red mud storage yard slope drainage structure and construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109594570A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113062429A (en) * | 2021-04-06 | 2021-07-02 | 山西智德环境新材料有限公司 | Rainwater flow guide structure applied to environmental pollution treatment of solid waste storage yard and construction process |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1790776A1 (en) * | 2005-11-23 | 2007-05-30 | Gsi B.V. | Method and system for waterproofing and draining off infiltrated water in hydraulic structures |
| CN101240671A (en) * | 2008-03-13 | 2008-08-13 | 贵阳铝镁设计研究院 | Mountain valley -type dry method red mud storage yard slope seepage control method and structure |
| CN201132806Y (en) * | 2007-11-27 | 2008-10-15 | 贵阳铝镁设计研究院 | Work platform around valley type red mud storage yard |
| CN104652581A (en) * | 2015-01-27 | 2015-05-27 | 北京锄禾环保技术有限公司 | Multi-stage slope anchoring structure for realizing rainwater and sewage separation |
| KR101758023B1 (en) * | 2016-07-20 | 2017-07-13 | 한국수자원공사 | Concrete Mat And Geomembrane Sealing System Dam |
| CN108755709A (en) * | 2018-06-05 | 2018-11-06 | 昆明理工大学 | A kind of open-pit slope antiseepage drainage system |
| CN209397610U (en) * | 2018-12-06 | 2019-09-17 | 贵阳铝镁设计研究院有限公司 | Filter cake dry method red mud storage yard slope drainage structure |
-
2018
- 2018-12-06 CN CN201811486786.7A patent/CN109594570A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1790776A1 (en) * | 2005-11-23 | 2007-05-30 | Gsi B.V. | Method and system for waterproofing and draining off infiltrated water in hydraulic structures |
| CN201132806Y (en) * | 2007-11-27 | 2008-10-15 | 贵阳铝镁设计研究院 | Work platform around valley type red mud storage yard |
| CN101240671A (en) * | 2008-03-13 | 2008-08-13 | 贵阳铝镁设计研究院 | Mountain valley -type dry method red mud storage yard slope seepage control method and structure |
| CN104652581A (en) * | 2015-01-27 | 2015-05-27 | 北京锄禾环保技术有限公司 | Multi-stage slope anchoring structure for realizing rainwater and sewage separation |
| KR101758023B1 (en) * | 2016-07-20 | 2017-07-13 | 한국수자원공사 | Concrete Mat And Geomembrane Sealing System Dam |
| CN108755709A (en) * | 2018-06-05 | 2018-11-06 | 昆明理工大学 | A kind of open-pit slope antiseepage drainage system |
| CN209397610U (en) * | 2018-12-06 | 2019-09-17 | 贵阳铝镁设计研究院有限公司 | Filter cake dry method red mud storage yard slope drainage structure |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113062429A (en) * | 2021-04-06 | 2021-07-02 | 山西智德环境新材料有限公司 | Rainwater flow guide structure applied to environmental pollution treatment of solid waste storage yard and construction process |
| CN113062429B (en) * | 2021-04-06 | 2022-04-12 | 山西智德环境新材料有限公司 | Rainwater flow guide structure for environmental pollution treatment of solid waste storage yard and construction process |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105927272B (en) | Bottom plate anchors restricted type tunnel lining structure | |
| CN202117155U (en) | Efficient leakage drainage device for inner slope of initial dam of tailing pond | |
| CN206722878U (en) | A kind of mining light-duty filling counterfort | |
| CN113101789B (en) | Method and structure for sealing carbon dioxide by utilizing open pit and mining method | |
| CN104652581B (en) | Multi-stage slope anchoring structure for realizing rainwater and sewage separation | |
| CN108797641A (en) | A kind of structure and its construction method of Underground Subway Station construction period full station sealing | |
| CN213867863U (en) | General industrial solid waste storage and disposal site structure based on abandoned mine | |
| CN203008241U (en) | Large planting roof deformation gap structure | |
| CN203412629U (en) | Artificial retaining dam of coal mine distributed type underground water reservoir | |
| CN103061327A (en) | Comprehensive water control technique for dump | |
| CN209397610U (en) | Filter cake dry method red mud storage yard slope drainage structure | |
| CN206016853U (en) | Base plate anchors restricted type tunnel lining structure | |
| CN109594570A (en) | Filter cake dry method red mud storage yard slope drainage structure and construction method | |
| CN105696543B (en) | A kind of method that dam front row is seeped when red mud dump constructs sub- dam | |
| CN102031971B (en) | Method for determining structure and thickness of open-pit-to-underground covering layer | |
| CN107387092B (en) | A kind of multiple rectangular top pipes are connected in parallel on the engineering method of the formation underground space under complex environment | |
| CN204626610U (en) | A kind of Slope with multi-step anchor structure realizing rain dirt shunting | |
| CN100362173C (en) | Drainage assembly of dry process red mud stockyard outer dam | |
| CN201459770U (en) | Joint structure between two different fender bodies in deep foundation pit | |
| CN203835406U (en) | Double-layer forepoling structure for underneath pass valley tunnel | |
| CN203096696U (en) | High and low composite backwater weir | |
| CN212103930U (en) | Seepage-proofing structure of rock-fill dam of tailing pond | |
| CN103939112A (en) | Down-cross cheuch tunnel double-layer forepoling structure | |
| CN108487417A (en) | A kind of semi-flexible Quick drainage system administered applied to hillock | |
| CN210049276U (en) | Soil slope retaining wall system structure |
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 |