[go: up one dir, main page]

CN204859948U - Utilize structure in building rubbish improvement saline and alkaline land - Google Patents

Utilize structure in building rubbish improvement saline and alkaline land Download PDF

Info

Publication number
CN204859948U
CN204859948U CN201520418807.7U CN201520418807U CN204859948U CN 204859948 U CN204859948 U CN 204859948U CN 201520418807 U CN201520418807 U CN 201520418807U CN 204859948 U CN204859948 U CN 204859948U
Authority
CN
China
Prior art keywords
saline
layer
building rubbish
alkaline land
building waste
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
Application number
CN201520418807.7U
Other languages
Chinese (zh)
Inventor
秦鹏
秦植海
王胜
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Zhejiang University of Water Resources and Electric Power
Original Assignee
Zhejiang University of Water Resources and Electric Power
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Zhejiang University of Water Resources and Electric Power filed Critical Zhejiang University of Water Resources and Electric Power
Priority to CN201520418807.7U priority Critical patent/CN204859948U/en
Application granted granted Critical
Publication of CN204859948U publication Critical patent/CN204859948U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Processing Of Solid Wastes (AREA)

Abstract

The utility model discloses an utilize structure in building rubbish improvement saline and alkaline land comprises from supreme down following layer in proper order: the former layer in saline and alkaline land, geosynthetic material keep apart, filter bottom, building rubbish layer, geosynthetic material isolation, filter top layer, saline -alkali soil coating, still include the sump pit, the vertical setting of sump pit to pass building rubbish layer, geosynthetic material isolation, filter top layer, saline -alkali soil coating. The utility model discloses an utilize structure in building rubbish improvement saline and alkaline land utilizes the building rubbish that city management person is very thorny to solve outstanding factor - the saline and alkaline land problem that perplexs rural economic development.

Description

A kind of structure utilizing building waste to improve saline land
Technical field
the utility model relates to alkaline land improvement technical field, specifically a kind of structure utilizing building waste to improve saline land.
Background technology
China is the maximum country of world's new building last year amount, annual 2000000000 m 2newly-built area, consumes the cement in the whole world about 50%, iron ore, coal.And average " life-span " of building only has 25 ~ 30 years, building waste has accounted for 30% ~ 40% of rubbish total amount, just with the etch of ten thousand tons the environment that we depend on for existence in every number of days, people, while enjoyment urban civilization, also suffer from " garbage-surrounded city ", the puzzlement of " haze shrouds " and injury.The process of building waste has become city manager's very stubborn problem.On the other hand, there is wide littoral zone in China, littoral zone periphery have a large amount of in heavy salinized ground resource, along with environment change, rainfall reduce, saline Land is on the rise, become puzzlement local rural economic development outstanding factor.One of major measure of current Saline-alkali Field Control raises face, field, utilizes natural precipitation or irrigation to discharge saline and alkaline.And improve face, field and need a large amount of environmentally conscious materials.
Utility model content
in order to solve the above-mentioned technical problem existed in prior art, the utility model provides a kind of structure utilizing building waste to improve saline land, be made up of successively from bottom to up following layers: the isolation of the former layer in saline land, geosynthetics, filtration bottom, building waste layer, geosynthetics isolation, filtration top layer, saline-alkali soil coating, also comprise sump, sump is vertically arranged, and through building waste layer, geosynthetics isolation, filtration top layer, saline-alkali soil coating.
The building waste that utilizes of the present utility model improves the structure in saline land, is the outstanding factor-saline land problem utilizing the very thorny building waste of city manager to solve to trouble rural economic development.
Accompanying drawing explanation
fig. 1 is a kind of generalized section utilizing building waste to improve the structure in saline land;
Fig. 2 is this system sump position plane schematic diagram;
Fig. 3 is the enforcement generalized section of this structure.
Embodiment
below in conjunction with accompanying drawing, the utility model is described in further detail.
As Figure 1-3, the structure utilizing building waste to improve saline land of the present utility model is isolated by the former layer 1 in saline land, the geosynthetics of not easily degrading, filters bottom 2, slightly isolates through the building waste layer (rejecting harmful substance) 3 of sorting, the geosynthetics of not easily degrading, is filtered top layer 4, saline-alkali soil coating 5, sump 6 form.
This structure builds in the following way:
One) the first width, is excavated; Excavated by the soil body of saline land about skin depth 1.5m (this degree of depth can meet most plant growth demand) with excavator, be placed on excavation width side, for reducing old, groove width can be determined by the excavator radius of clean-up.Bottom land need not stay slope, approximate horizontal; Lay the geosynthetics of not easily degrading to isolate, filter bottom; A sump is built within the specific limits by laying bricks or stones by designing requirement; Backfill is slightly through the building waste (its thickness can the building waste quantity of landfill, this face, field, improvement saline land, section of planning and designing are raised and highly determined as required) of sorting; Lay the geosynthetics of not easily degrading to isolate, filter top layer;
Two), the second width is excavated: the soil body excavated out is backfilling into geosynthetics isolation that the first width not easily degrades, filters above top layer, and cutting depth is identical with first, by that analogy.
When the structure utilizing building waste to improve saline land of the present utility model runs into rainfall or irrigates, fresh water infiltrates soil layer under Gravitative Loads, brings salt and alkali component in soil into building waste layer, is drained by sump.Geosynthetics plays isolation, filtration, can isolate the soil body and not be mixed into building waste layer, and can ensure that again in process of osmosis, soil particle is not brought into building waste layer, building waste layer remains water permeable ability smoothly.If Groundwater buried depth is more shallow, high salinity content water body more than building waste layer under Gravitative Loads under infilter into building waste layer, be discharged from sump subsequently, reach alkaline land improving object; Building waste layer following high salinity content underground water rises and enters building waste layer, is discharged subsequently, ensures modified soil not by salinization of soil again from sump.

Claims (1)

1. the structure utilizing building waste to improve saline land, be made up of successively from bottom to up following layers: the former layer in saline land (1), geosynthetics isolation, filtration bottom (2), building waste layer (3), geosynthetics isolation, filtration top layer (4), saline-alkali soil coating (5), it is characterized in that: also comprise sump (6), sump (6) is vertically arranged, and through building waste layer (3), geosynthetics isolation, filtration top layer (4), saline-alkali soil coating (5).
CN201520418807.7U 2015-06-17 2015-06-17 Utilize structure in building rubbish improvement saline and alkaline land Expired - Fee Related CN204859948U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520418807.7U CN204859948U (en) 2015-06-17 2015-06-17 Utilize structure in building rubbish improvement saline and alkaline land

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520418807.7U CN204859948U (en) 2015-06-17 2015-06-17 Utilize structure in building rubbish improvement saline and alkaline land

Publications (1)

Publication Number Publication Date
CN204859948U true CN204859948U (en) 2015-12-16

Family

ID=54804366

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520418807.7U Expired - Fee Related CN204859948U (en) 2015-06-17 2015-06-17 Utilize structure in building rubbish improvement saline and alkaline land

Country Status (1)

Country Link
CN (1) CN204859948U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112262635A (en) * 2020-07-28 2021-01-26 天津泰达盐碱地绿化研究中心有限公司 Ecological restoration method for coastal heavy saline-alkali soil by comprehensively utilizing municipal refuse
CN113575008A (en) * 2021-08-23 2021-11-02 国能宝日希勒能源有限公司 Mining area site soil reconstruction method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112262635A (en) * 2020-07-28 2021-01-26 天津泰达盐碱地绿化研究中心有限公司 Ecological restoration method for coastal heavy saline-alkali soil by comprehensively utilizing municipal refuse
CN113575008A (en) * 2021-08-23 2021-11-02 国能宝日希勒能源有限公司 Mining area site soil reconstruction method
CN113575008B (en) * 2021-08-23 2022-08-12 国能宝日希勒能源有限公司 Mining area site soil reconstruction method

Similar Documents

Publication Publication Date Title
CN203912501U (en) A kind of vegetation felt that closes storehouse Reclamation for Some Mining Districts Tailings Dam
CN205990603U (en) A kind of ecoscape revetment structure of in-situ immobilization heavy metal pollution river bottom mud
CN102726187A (en) Surface ecological management method for mining subsidence area of coal mine
CN206028294U (en) Ecological processing system of electrolytic manganese sediment safety
CN104912087B (en) A Midline Tailings Dam Construction Method Using Die Bags
CN204435413U (en) A kind of ecological retaining wall
CN110374118A (en) A kind of preventing control method of the north opencast coal mine dump slope instability and soil erosion
CN106285683A (en) Mine reclamation stores water pumping method bottom openpit or Subsidence Area
CN110355174A (en) The technological improvement of solid waste pyramid heap building technology
CN106836435A (en) The hard pavement construction method of underground water nature recharge
CN113605492A (en) Three-dimensional protection and utilization method for strip mine water resources
CN113820383A (en) Waste resin powder piling point soil pollution risk control method based on covering and blocking technology
CN204859948U (en) Utilize structure in building rubbish improvement saline and alkaline land
CN114294056B (en) Method for combined disposal of waste stone and dry tailings in open pit
CN203247575U (en) Stereoscopic combined type dynamic drainage consolidation system used for heterogeneous field soft foundation
CN109429605A (en) A kind of salt-soda soil and desertification administering method
CN205313248U (en) Infiltration filtration system that high -sulfur coal field sour water was handled
CN104846917B (en) Gravel cobble permeable layer in thin silt and construction process thereof
CN211922648U (en) Ecological restoration type rare earth tailings
CN114457855B (en) Sinking type horizontal seepage-proofing and vertical seepage-proofing combined structure
CN105350429B (en) A kind of multifunctional ecological permeable terrace of reusable edible
Hopkinson et al. Geomorphic landform design principles applied to an abandoned coal refuse pile in Central Appalachia
CN101899826B (en) Method for improving urban degraded soil in coastal regions by constructing artificial section
Liu et al. Analysis of coal gangue pollution control technology
CN208562052U (en) A kind of Gangue body diffusate ecological purification system

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20151216

Termination date: 20160617

CF01 Termination of patent right due to non-payment of annual fee