CN108821526A - The method of microorganism consolidation by grouting river bottom mud - Google Patents
The method of microorganism consolidation by grouting river bottom mud Download PDFInfo
- Publication number
- CN108821526A CN108821526A CN201810667689.1A CN201810667689A CN108821526A CN 108821526 A CN108821526 A CN 108821526A CN 201810667689 A CN201810667689 A CN 201810667689A CN 108821526 A CN108821526 A CN 108821526A
- Authority
- CN
- China
- Prior art keywords
- drain bar
- river
- riverway sludge
- silicate bacteria
- total pipeline
- 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
Classifications
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F11/00—Treatment of sludge; Devices therefor
- C02F11/008—Sludge treatment by fixation or solidification
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2103/00—Nature of the water, waste water, sewage or sludge to be treated
- C02F2103/007—Contaminated open waterways, rivers, lakes or ponds
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
- Separation Of Suspended Particles By Flocculating Agents (AREA)
- Treatment Of Sludge (AREA)
- Biological Treatment Of Waste Water (AREA)
Abstract
The method of microorganism consolidation by grouting river bottom mud disclosed by the invention, includes the following steps:A, construction section both ends are subjected to river closure, and the river water in section of constructing is drained;B, drain bar is set into riverway sludge, draw water hair is inserted into bottom of river channel, drain bar and draw water hair are connect with total pipeline, total pipeline appearance configures exhaust device and conveying device, calcium source, bacillus subtilis and silicate bacteria mixed solution and carbon dioxide are conveyed into riverway sludge through total pipeline and drain bar by conveying device, riverway sludge surface puts into calcium source, bacillus subtilis and silicate bacteria mixed solution;C, after riverway sludge sufficiently flocculates and forms the layering of bed mud and top clear water, exhaust device is used to connect the moisture in pump drainage top clear water and mud with the draw water hair and the drain bar simultaneously first;D, drain bar is connect with conveying device again, by calcium source, silicate bacteria solution and carbon dioxide is defeated is transported in the soil body by drain bar, and stands to its solidification.The above method can large-area treatment riverway sludge, while the moisture pump drainage in the muck surface and the soil body after bioflocculation being walked, and convey mineralized bacterium into the soil body using original pump drainage channel, makes the soil body from obtaining abundant consolidation and sclerosis inside it to surface.
Description
Technical field
The present invention relates to a kind of methods of microorganism consolidation by grouting river bottom mud.
Background technique
In the processing of traditional riverway sludge commonly using the river sludge that directly scoops away, and in bottom of river channel casting concrete layer
Method, but this method is serious to the pollution of river, seriously destroys river channel natural ecology.
Summary of the invention
Technical problem to be solved by the invention is to provide a kind of method of microorganism consolidation by grouting river bottom mud, the party
Method can by it is more environmentally-friendly, more protect natural ecology in a manner of reinforce bottom of river channel.
For this purpose, the method for microorganism consolidation by grouting river bottom mud provided by the invention, includes the following steps:
A, construction section both ends are subjected to river closure, and the river water in section of constructing is drained;
B, drain bar is set into riverway sludge, is inserted into draw water hair to bottom of river channel, drain bar and draw water hair connect with total pipeline
Connect, total pipeline appearance configures exhaust device and conveying device, by conveying device through total pipeline and drain bar into riverway sludge
Calcium source, bacillus subtilis and silicate bacteria mixed solution and carbon dioxide are conveyed, riverway sludge surface puts into withered grass gemma
Bacillus and silicate bacteria mixed solution;
C, after riverway sludge sufficiently flocculates and forms the layering of bed mud and top clear water, first using exhaust device simultaneously with institute
It states draw water hair and connects moisture in pump drainage top clear water and mud with the drain bar;
D, drain bar is connect again with conveying device, calcium source, silicate bacteria solution and carbon dioxide is conveyed by drain bar
Into the soil body, and stand to its solidification.
Technical effect of the invention:The above method can large-area treatment riverway sludge, while by the silt after bioflocculation
Moisture pump drainage in mud surface and the soil body is walked, and mineralized bacterium is conveyed into the soil body using original pump drainage channel, make the soil body from its
Inside obtains abundant consolidation and sclerosis to surface.
Detailed description of the invention
Fig. 1 silicate bacteria mineralising calcium oxide generates calcite cementitious material XRD diagram.
Specific embodiment
With reference to embodiments, the present invention will be described in further detail, described in specific embodiment only use
To explain the present invention, it is not intended to limit the present invention.
The method of microorganism consolidation by grouting river bottom mud provided by the invention, includes the following steps:
A, construction section both ends are subjected to river closure, and the river water in section of constructing is drained;
B, drain bar is set into riverway sludge, is inserted into draw water hair to bottom of river channel, drain bar and draw water hair connect with total pipeline
Connect, total pipeline appearance configures exhaust device and conveying device, by conveying device through total pipeline and drain bar into riverway sludge
Calcium source, bacillus subtilis and silicate bacteria mixed solution and carbon dioxide are conveyed, riverway sludge surface puts into withered grass gemma
Bacillus and silicate bacteria mixed solution;
C, after riverway sludge sufficiently flocculates and forms the layering of bed mud and top clear water, first using exhaust device simultaneously with institute
It states draw water hair and connects moisture in pump drainage top clear water and mud with the drain bar;
D, drain bar is connect again with conveying device, calcium source, silicate bacteria solution and carbon dioxide is conveyed by drain bar
Into the soil body, calcium source generally selects calcium nitrate or calcium oxide, and stands to its solidification.
In the above method, after the step D, the drain bar and total pipeline are removed, in no rainy day gas every other day by silicon
Hydrochlorate bacterium mixed solution is sprayed at river surface using spraying device, continuous to spray more than three times, generally continuously to spray four
Suboptimum.
Claims (3)
1. a kind of method of microorganism consolidation by grouting river bottom mud, it is characterized in that:Include the following steps:
A, construction section both ends are subjected to river closure, and the river water in section of constructing is drained;
B, drain bar is set into riverway sludge, is inserted into draw water hair to bottom of river channel, drain bar and draw water hair connect with total pipeline
Connect, total pipeline appearance configures exhaust device and conveying device, by conveying device through total pipeline and drain bar into riverway sludge
Calcium source, bacillus subtilis and silicate bacteria mixed solution and carbon dioxide are conveyed, riverway sludge surface puts into withered grass gemma
Bacillus and silicate bacteria mixed solution;
C, after riverway sludge sufficiently flocculates and forms the layering of bed mud and top clear water, first using exhaust device simultaneously with institute
It states draw water hair and connects moisture in pump drainage top clear water and mud with the drain bar;
D, drain bar is connect again with conveying device, calcium source, silicate bacteria solution and carbon dioxide is conveyed by drain bar
Into the soil body, and stand to its solidification.
2. the method for microorganism consolidation by grouting river bottom mud according to claim 1, it is characterized in that:After the step D, tear open
Except the drain bar and total pipeline, every other day silicate bacteria mixed solution is sprayed at using spraying device in no rainy day gas
River surface, continuous sprinkling is more than three times.
3. the method for microorganism consolidation by grouting river bottom mud according to claim 2, it is characterized in that:After the step D,
Silicate bacteria mixed solution is every other day sprayed at river surface using spraying device by no rainy day gas, continuous sprinkling four times.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201810667689.1A CN108821526A (en) | 2018-06-26 | 2018-06-26 | The method of microorganism consolidation by grouting river bottom mud |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201810667689.1A CN108821526A (en) | 2018-06-26 | 2018-06-26 | The method of microorganism consolidation by grouting river bottom mud |
Publications (1)
Publication Number | Publication Date |
---|---|
CN108821526A true CN108821526A (en) | 2018-11-16 |
Family
ID=64138393
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201810667689.1A Pending CN108821526A (en) | 2018-06-26 | 2018-06-26 | The method of microorganism consolidation by grouting river bottom mud |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN108821526A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111851464A (en) * | 2020-02-20 | 2020-10-30 | 於孝牛 | Method for mineralizing/carbonizing secondary consolidation dredger fill by streptomycete |
-
2018
- 2018-06-26 CN CN201810667689.1A patent/CN108821526A/en active Pending
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111851464A (en) * | 2020-02-20 | 2020-10-30 | 於孝牛 | Method for mineralizing/carbonizing secondary consolidation dredger fill by streptomycete |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
AU2020102841A4 (en) | A soil improvement methods for saline-alkaline land | |
CN108999179B (en) | Method for reinforcing and treating soft soil foundation by combining vacuum preloading and microorganism sand consolidation technology | |
CN101830614B (en) | Biological treatment method for waste mud in petroleum and natural gas exploration drilling work | |
CN105155510A (en) | Method capable of carrying out microorganism solidifying and crusting on super soft foundation surface and matching device | |
CN106869143A (en) | For environmental combination bank protection and the construction method of the punishment of road runoff pollution | |
CN202444757U (en) | Water and salt discharging system | |
CN107059838B (en) | Grouting device and grouting method for sandy land | |
CN108821526A (en) | The method of microorganism consolidation by grouting river bottom mud | |
KR20240056709A (en) | Construction method using robot | |
CN101748734A (en) | Foundation pit side slope sandy soil drainage method | |
CN108911605A (en) | A kind of method that microorganism induction precipitation of calcium carbonate produces prefabricated drainage pipeline under subnormal ambient | |
CN206396067U (en) | A kind of ceramic post sintering water-permeable brick | |
CN105696543B (en) | A kind of method that dam front row is seeped when red mud dump constructs sub- dam | |
CN116145697A (en) | Combined ecological slope protection system capable of absorbing pollutants automatically and application | |
CN206521812U (en) | A kind of anti-leakage structure of toilet | |
CN107012829B (en) | Soften slope surface silt soil and flinty slope remodeling method | |
CN103321185A (en) | Ecological impermeable cement canal | |
CN208251760U (en) | Flexible barrier leaks reservoir | |
CN105155469B (en) | A kind of modularization ecology backwater shore protection device | |
CN108283031A (en) | A kind of marine solonchak seepage pipe Salt discharge method | |
CN208604849U (en) | Stretch out the pipeline waterproof device of roofing | |
CN106517950A (en) | Non-sintered water permeable brick and preparation method thereof | |
CN207812468U (en) | Plant cover concrete ecological revetment | |
CN207356668U (en) | It is a kind of to be used for mud, sludge, refuse landfill, the filter pipe of Tailings Dam | |
CN106436524B (en) | A kind of composite wood material bag and its manufacture craft for the provisional emergency disposal of road |
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: 20181116 |
|
RJ01 | Rejection of invention patent application after publication |