CN104912038B - The structures device of river polluted bed mud processing - Google Patents

The structures device of river polluted bed mud processing Download PDF

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Publication number
CN104912038B
CN104912038B CN201510299042.4A CN201510299042A CN104912038B CN 104912038 B CN104912038 B CN 104912038B CN 201510299042 A CN201510299042 A CN 201510299042A CN 104912038 B CN104912038 B CN 104912038B
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bed mud
mould
armored concrete
shaped
polluted bed
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CN104912038A (en
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杨国义
郑文棠
郭岩
丁金伟
刘承帅
肖亮洪
李彬
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Institute of Eco Environmental and Soil Sciences of Guangdong Academy of Sciens
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Guangdong Institute of Eco Environmental Science and Technology
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Abstract

Mould, feature transfer barrier flexible cushion, ecological coating, diafiltration exhaust system and open caisson are built the invention discloses a kind of structures device of river polluted bed mud processing, including a pair of L-shaped armored concrete being oppositely arranged;Feature transfer barrier flexible cushion is overlying on L-shaped armored concrete and builds mould bottom, solidification polluted bed mud is placed on feature transfer barrier flexible cushion, L-shaped armored concrete is built and be provided with the outside of mould stone masonry support system, and ecological coating is covered in solidification polluted bed mud and L-shaped armored concrete is built on mould;Diafiltration exhaust system is obliquely installed, and two ends are connected with U-shaped space and open caisson respectively.The present apparatus degree of modularity is high, simple in construction, easy construction, has the advantages that miniaturization, lightweight, can effectively collect the percolate that the unexpected rainwater infiltrated and the dialysis of solidification polluted bed mud itself are produced.Whole process be in a completely enclosed state, will not to external world environment produce governance process in secondary pollution.

Description

The structures device of river polluted bed mud processing
Technical field
Structures pattern is disposed the present invention relates to a kind of river polluted bed mud earth's surface fill, more particularly to a kind of its is applied to The structures device of the river polluted bed mud processing of the flood control capacity of embankment is gushed in the safe disposal of river polluted bed mud and reinforcement river.
Background technology
With industrial development and immoderate discharge of wastewater, the bed mud that some Chinese rivers are gushed is by different degrees of heavy metal Pollution.Bed mud is an important environment support of the natural ecosystem of rivers system, and the most basic result of sediment pollution is to bring water pollution Pollutant is enriched with benthon, pollutant will enter human body by biological chain, endanger human health.
At present, river gushes the Disposal Measures of bed mud and is divided into following a few classes:Fixation in situ, in-situ treatment;Dystopy is fixed, at dystopy Reason.Fixation in situ and in-situ treatment are that river gushes bed mud and do not dredge and directly eliminate bed mud using solidification or the means such as biodegradation Pollution behavior, dystopy processing and dystopy fix be then will after Sediment Dredging carry out move away from processing.In current in-situ treatment technology Research and application it is more be sediment in-situ ecological reestablishment, such as community of aquatic organism recovery technique passes through Damaged River System Restoration of the ecosystem makes river have complete Food-Chain System, the self purification of enhancing river in itself with rebuilding.But, it is overall and Speech, in-situ treatment technology is still immature, therefore, and current river gushed and fixed using dystopy and dystopy processing more than bed mud, that is, takes certain Technological means carry out Sediment Dredging, after dredging dystopy in bed mud pollutant carry out curing/stabilizing processing, or according to Demand carries out physics, chemistry, biological treatment, then bed mud is integrally dehydrated, solidified at landfill, this dystopy fixation and dystopy Reason moves away from out river course and river levee.
Do not consider to accommodate using river levee itself it can be seen that the method that bed mud dystopy is fixed and dystopy is handled is gushed in current river The space of polluted bed mud, adds the expense of strange land carrying and the soil space of strange land landfill.
The content of the invention
The purpose of the present invention is to overcome above-mentioned the deficiencies in the prior art there is provided the structures that a kind of river polluted bed mud is handled Device, the device takes full advantage of the disposal space of river levee itself, no by designing a kind of polluted bed mud earth's surface fill structures Produce strange land carry great number freight, improved while safe disposal polluted bed mud river levee flood control safety coefficient and Landscape requirement, sediment technology and river levee flood control function are unified.
The present invention is achieved through the following technical solutions:The structures device of river polluted bed mud processing, including phase To a pair of L-shaped armored concrete of setting build mould, the feature transfer barrier flexible cushion with seepage-proof water guiding and defencive function, For vegetation growth and with preventing from infiltrating the ecological coating of function, diafiltration exhaust system and with collecting structures device The open caisson of internal liquid body exudate function;The L-shaped armored concrete, which builds mould, includes horizontal sides and vertical edges, two L-shaped reinforced concretes Soil builds mould and is spliced into the internal reinforced concrete constructional work for U-shaped space in opposite directions, and horizontal sides are located at U-shaped space bottom, the work( Energy property transfer barrier flexible cushion is overlying on U-shaped space bottom, and the solidification polluted bed mud is placed in feature transfer barrier flexible pad Build concordant at the top of the vertical edges of mould on layer and with L-shaped armored concrete, the L-shaped armored concrete, which to be built, be provided with the outside of mould For support L-shaped armored concrete build mould vertical edges stone masonry support system, it is dirty that the ecological coating is covered in solidification Dye bed mud and L-shaped armored concrete are built on mould;The diafiltration exhaust system is obliquely installed, two ends respectively with U-shaped space and heavy Well is connected;The open caisson is provided with several, is arranged in the side that L-shaped armored concrete builds mould.
L-shaped armored concrete, which builds mould, to be used to cover feature transfer barrier flexible cushion, solidification polluted bed mud and ecology Cap rock is stored and positioned fixation;The setting of stone masonry support system, can make support L-shaped armored concrete build mould and be allowed to position Without shifting;Diafiltration exhaust system is obliquely installed, and is directed at beneficial to by the liquid oozed out inside device row in open caisson.
The feature transfer barrier flexible cushion includes antiseepage barrier layer and drainage blanket, and the drainage blanket is located at institute State on antiseepage barrier layer, antiseepage barrier layer includes the first clay protective layer, by non-woven geotextile and smooth surface HDPE from bottom to top The flexible cushion that geomembrane is made, epoxy resin has been poured in the flexible cushion stress concentration part;The drainage blanket is The drainage blanket being made up of the rubble filter layer of polyethylene filament non-woven wraps.Feature transfer barrier flexible cushion is by antiseepage Barrier layer and drainage blanket composition, with antiseepage, water guide and defencive function;Epoxy has been poured in flexible cushion stress concentration part Resin is beneficial to ensure its closure.
The solidification polluted bed mud is according to 1 by cement and polluted bed mud:7~1:Rammed after 9 mass ratio mixing Real solidification polluted bed mud, it meets unconfined compressive strength qu for 0.5~4.0MPa, cohesive force c=0.2~0.3qu, inside rubbed Wipe angle φ=20 °~30 °, safety coefficient Fs > 1.30.
The ecological coating includes the second clay protective layer, rubble filter layer and vegetable layer from bottom to top.Ecology covering The setting of layer, possesses growth vegetation and the function of preventing from infiltrating.
It is an advantage of the invention that:The present apparatus degree of modularity is high, simple in construction, easy construction, with miniaturization, lightweight The advantages of, while feature transfer barrier flexible cushion and small-sized open caisson can effectively collect the unexpected rainwater infiltrated and solidification is polluted The percolate that bed mud itself dialysis is produced.Whole process is, in a completely enclosed state, environment generation will not to control to external world Secondary pollution during reason.
Brief description of the drawings
Fig. 1 is the structural representation of the embodiment of the present invention;
Fig. 2 is the partial enlarged drawing at A in Fig. 1;
Fig. 3 is the partial enlarged drawing at B in Fig. 1;
Fig. 4 is the front view of the embodiment of the present invention;
Fig. 5 is the partial enlarged drawing at C in Fig. 4;
Fig. 6 is the partial enlarged drawing at D in Fig. 4.
Reference implication in figure:1st, L-shaped armored concrete builds mould;2nd, the first clay protective layer;3rd, flexible cushion;4th, arrange Water subfill;5th, polluted bed mud is solidified;6th, the second clay protective layer;7th, rubble filter layer;8th, vegetable layer;9th, it is percolated exhaust system; 10th, open caisson;11st, stone masonry support system;12nd, river levee;A, B, C, D are respectively partial enlarged drawing.
Embodiment
Present disclosure is described in further details with reference to the accompanying drawings and detailed description.
Embodiment
Refering to Fig. 1 to Fig. 6, it is a kind of structures device of river polluted bed mud processing, is arranged on the confession of the upper surface of river levee 12 Solidify the permanent disposal of polluted bed mud 5, including a pair of L-shaped armored concrete being oppositely arranged builds mould 1, with seepage-proof water guiding and protection The feature transfer barrier flexible cushion of function, arrange for vegetation growth and with preventing from infiltrating the ecological coating of function, diafiltration Guiding systems 9 and the open caisson 10 with liquid body exudate function inside collection structures device;L-shaped armored concrete, which builds mould 1, to be included Horizontal sides and vertical edges, two L-shaped armored concrete build the opposite reinforced concrete constructional work for being spliced into inside for U-shaped space of mould 1, Horizontal sides are located at U-shaped space bottom, and feature transfer barrier flexible cushion is overlying on U-shaped space bottom, and solidification polluted bed mud 5 is placed in Concordant, L-shaped reinforced concrete at the top of the vertical edges of mould 1 is built on feature transfer barrier flexible cushion and with L-shaped armored concrete The outside that soil builds mould 1 is provided with the stone masonry support systems 11 of the vertical edges for supporting L-shaped armored concrete to build mould 1, ecological Coating is covered in solidification polluted bed mud 5 and L-shaped armored concrete is built on mould 1;Diafiltration exhaust system 9 is obliquely installed, and is had Certain gradient, its two ends are connected with U-shaped space and open caisson 10 respectively;Open caisson 10 is small-sized open caisson 10, is provided with several, presses Certain arranged for interval builds the side of mould in L-shaped armored concrete, and construction needs the feasible of test diafiltration exhaust system 9 after finishing Property.
L-shaped armored concrete, which builds mould 1, to be used for feature transfer barrier flexible cushion, solidification polluted bed mud 5 and ecology Coating is stored and positioned fixation;The setting of stone masonry support system 11, support L-shaped armored concrete can be made, which to build mould 1, to be made Positioning without shifting;Diafiltration exhaust system 9 is obliquely installed, and open caisson 10 is directed at beneficial to by the liquid oozed out inside device row In.
Feature transfer barrier flexible cushion includes antiseepage barrier layer and drainage blanket 4, and drainage blanket 4 is located at the antiseepage On barrier layer, antiseepage barrier layer includes the first clay protective layer 2, by non-woven geotextile and smooth surface HDPE geomembranes from bottom to top The flexible cushion 3 being made, epoxy resin has been poured in the stress concentration part of flexible cushion 3;Drainage blanket 4 is by polyethylene filament The drainage blanket 4 that the rubble filter layer 7 of non-woven wraps is constituted.Feature transfer barrier flexible cushion is by antiseepage barrier layer and row Water subfill 4 is constituted, with antiseepage, water guide and defencive function;Poured on the stress concentration part of flexible cushion 3 and the unit that may ftracture Epoxy resin has been built to be beneficial to ensure its closure.
It is according to 1 by cement and polluted bed mud to solidify polluted bed mud 5:7~1:Tamped after 9 mass ratio mixing Solidify polluted bed mud 5, solidification polluted bed mud 5, which is backfilled in the U-shaped space of reinforced concrete constructional work, is placed in feature barrier On barrier flexible cushion, when often filling certain thickness solidification polluted bed mud 5, tamped, and sampled the indoor geotechnique of progress Experiment, until it meets unconfined compressive strength qu for 0.5~4.0MPa, cohesive force c=0.2~0.3qu, internalfrictionangleφ= 20 °~30 °, safety coefficient Fs > 1.30, by processing, the safety coefficient of solidification polluted bed mud 5 reaches the requirement of flood control dyke strengthening.
Ecological coating includes the second clay protective layer 6, rubble filter layer 7 and vegetable layer 8 from bottom to top.Ecological coating Setting, possess the function that growth vegetation and preventing is infiltrated.Dispose after all solidification polluted bed muds 5, polluted in solidification Backfill ecological coating is set on bed mud 5, is tamped according to different compactnesss substep, forms the surface of river levee 12, keeping is had concurrently and plants By flower growth and rainwater seepage-proof water guiding function.
The last stone masonry support system 11 for building the both sides of mould 1 backfill certain slope in L-shaped armored concrete carries out domatic branch Shield.
Above-listed detailed description is illustrating for possible embodiments of the present invention, and the embodiment simultaneously is not used to limit this hair Bright the scope of the claims, all equivalence enforcements or change without departing from carried out by the present invention are intended to be limited solely by the scope of the claims of this case.

Claims (2)

1. the structures device of river polluted bed mud processing, it is characterised in that:Including a pair of L-shaped armored concrete being oppositely arranged Build mould, the feature transfer barrier flexible cushion with seepage-proof water guiding and defencive function, for vegetation growth and with preventing from infiltrating Ecological coating, diafiltration exhaust system and the open caisson with liquid body exudate function inside collection structures device of function;Institute State L-shaped armored concrete and build mould including horizontal sides and vertical edges, two L-shaped armored concrete build mould be spliced into opposite directions it is internal to be U-shaped The reinforced concrete constructional work in space, horizontal sides are located at U-shaped space bottom, and the feature transfer barrier flexible cushion is overlying on U Type space bottom, solidification polluted bed mud is placed on feature transfer barrier flexible cushion and builds mould with L-shaped armored concrete Concordant at the top of vertical edges, the L-shaped armored concrete, which is built, to be provided with the outside of mould for supporting L-shaped armored concrete to build hanging down for mould The stone masonry support system of straight flange, the ecological coating is covered in solidification polluted bed mud and L-shaped armored concrete is built on mould; The diafiltration exhaust system is obliquely installed, and two ends are connected with U-shaped space and open caisson respectively;The open caisson is provided with several, cloth Put the side that mould is built in L-shaped armored concrete;The feature transfer barrier flexible cushion includes antiseepage barrier layer and draining pad Layer, the drainage blanket be located at the antiseepage barrier layer on, antiseepage barrier layer from bottom to top include the first clay protective layer, by The flexible cushion that non-woven geotextile and smooth surface HDPE geomembranes are made, epoxy has been poured in the flexible cushion stress concentration part Resin;The drainage blanket is the drainage blanket being made up of the rubble filter layer of polyethylene filament non-woven wraps;The ecology Coating includes the second clay protective layer, rubble filter layer and vegetable layer from bottom to top.
2. the structures device of river polluted bed mud processing according to claim 1, it is characterised in that:The solidification pollution Bed mud is according to 1 by cement and polluted bed mud:7~1:The solidification polluted bed mud tamped after 9 mass ratio mixing, it is expired Sufficient unconfined compressive strength qu is 0.5~4.0MPa, cohesive force c=0.2~0.3qu, internalfrictionangleφ=20 °~30 °, safety Coefficient Fs > 1.30.
CN201510299042.4A 2015-06-03 2015-06-03 The structures device of river polluted bed mud processing Active CN104912038B (en)

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JPH10113693A (en) * 1996-10-14 1998-05-06 Maeda Okugai Bijutsu Kk Method for cleaning water by water culture and its water cleaner
CN1654746A (en) * 2005-02-25 2005-08-17 沈波 Method for recovering riverway designed section in sandy soil area
CN100478290C (en) * 2006-04-26 2009-04-15 江苏聚慧科技有限公司 Construction method by utilizing solidified earth from sludge
ITPI20070003A1 (en) * 2007-01-12 2008-07-13 Acque S P A PROCESS OF BIOSTABILIZATION AND HUMIFICATION OF BIOLOGICAL SLUDGES IN PLANTERED FILTERING BEDS
CN101007696A (en) * 2007-01-22 2007-08-01 湖南军信环保建设开发有限公司 Sludge solidification and filling processing method
JP2010075809A (en) * 2008-09-25 2010-04-08 Kawasaki Plant Systems Ltd Water treatment method and water treatment system
CN101875529B (en) * 2010-06-23 2012-06-27 华侨大学 Sludge dewatering and landfill integrated device for sewage treatment plant
CN103342445B (en) * 2013-07-05 2015-02-04 中国建筑股份有限公司 Radial-flow constructed wetland sludge treatment system and method thereof
CN203922836U (en) * 2014-06-10 2014-11-05 梁育雄 A kind of structure of gushing original position purification for river

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