CN107675675A - A kind of accumulation body slope microorganism reinforcement means - Google Patents
A kind of accumulation body slope microorganism reinforcement means Download PDFInfo
- Publication number
- CN107675675A CN107675675A CN201710815243.4A CN201710815243A CN107675675A CN 107675675 A CN107675675 A CN 107675675A CN 201710815243 A CN201710815243 A CN 201710815243A CN 107675675 A CN107675675 A CN 107675675A
- Authority
- CN
- China
- Prior art keywords
- accumulation body
- slope
- body slope
- microorganism
- reinforcement means
- 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
- 238000009825 accumulation Methods 0.000 title claims abstract description 43
- 244000005700 microbiome Species 0.000 title claims abstract description 22
- 230000002787 reinforcement Effects 0.000 title claims description 12
- 239000000463 material Substances 0.000 claims abstract description 13
- 230000033558 biomineral tissue development Effects 0.000 claims abstract description 9
- 230000000694 effects Effects 0.000 claims abstract description 9
- 230000000813 microbial effect Effects 0.000 claims abstract description 8
- 235000015097 nutrients Nutrition 0.000 claims description 7
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 2
- 230000002708 enhancing effect Effects 0.000 claims 1
- 238000000034 method Methods 0.000 abstract description 5
- 230000003014 reinforcing effect Effects 0.000 abstract description 2
- 239000011259 mixed solution Substances 0.000 description 13
- 239000000243 solution Substances 0.000 description 10
- 238000010276 construction Methods 0.000 description 5
- 239000007788 liquid Substances 0.000 description 4
- 239000011435 rock Substances 0.000 description 3
- 238000007596 consolidation process Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000007689 inspection Methods 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 235000016709 nutrition Nutrition 0.000 description 2
- 230000035764 nutrition Effects 0.000 description 2
- 230000010412 perfusion Effects 0.000 description 2
- 238000005070 sampling Methods 0.000 description 2
- 102000005701 Calcium-Binding Proteins Human genes 0.000 description 1
- 108010045403 Calcium-Binding Proteins Proteins 0.000 description 1
- 241000193395 Sporosarcina pasteurii Species 0.000 description 1
- XSQUKJJJFZCRTK-UHFFFAOYSA-N Urea Chemical compound NC(N)=O XSQUKJJJFZCRTK-UHFFFAOYSA-N 0.000 description 1
- 239000004202 carbamide Substances 0.000 description 1
- 230000003197 catalytic effect Effects 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007062 hydrolysis Effects 0.000 description 1
- 238000006460 hydrolysis reaction Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 229910052500 inorganic mineral Inorganic materials 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 239000011707 mineral Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- 241000894007 species Species 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The invention discloses the method for reinforcing accumulation body side using microbial mineralization effect, and the mineralization product of microorganism can be utilized to realize the filling in accumulation body slope accumulation material space.The intensity and integrality of accumulation body slope accumulation material can be strengthened, strengthen the local stability and resistance to overturning of accumulation body slope.
Description
Technical field
The present invention is a kind of method that accumulation body slope microbial mineralization effect is reinforced, and belongs to side slope or accumulation body slope adds
Gu field.
Background technology
Accumulation body slope is relatively conventional in construction of hydropower plant nodal region and reservoir area.Typically just amount is big for accumulation body slope, surely
Qualitative difference, its stability of engineering construction phase is very big to main structures security implication, if producing landslide after reservoir filling, can produce
Very big surge, there is very big hidden danger safely to hydraulic structure.And the accumulation body slope in flood-discharge atomizing area is also to engineering
Potential safety hazard be present in safe operation.Accumulation body slope security is generally speaking significant for engineering, according to traditional improvement side
Method, accumulation body slope mainly take friction pile to carry out supporting, while are aided with the measures such as concrete patch slope, prestress anchorage cable, draining,
But friction pile typically requires that the depth for going deep into basement rock is larger, and when side slope sliding force is larger, friction pile section is bigger, enters rock depth
Deeper, difficulty of construction is very big, and construction time security risk is larger, and construction period fraction is relatively low, and consolidation effect have it is to be tested.
Consolidation process is carried out to rickle using microbial mineralization effect, is a kind of reinforcement technique of innovation.The skill
The cardinal principle of art is, by injecting the mixed solution of appropriate microorganism and nutrient solution into accumulation material, using certain slightly
Catalytic action hydrolysis generation carbanion of the biology to urea, and mineral deposit is produced with calcium binding, gradually solidification
And rock cranny is bonded, so as to reach the purpose for being bonded and increasing accumulation material intensity and globality.
The content of the invention
The present invention reinforces problem for accumulation body slope, using the microorganism reinforcement means of novelty, establishes a set of new
The method flow of accumulation body slope is reinforced in microbial mineralization effect.
The present invention adopts the following technical scheme that：
1. making microorganism mixed solution pours into pipe.
2. ectogenesis is suitable for the microorganism (Bacillus pasteurii) of accumulation body slope accumulation material, and configures nutrition
Liquid.
3. the position of local stability difference and crucial reinforcing position in selected accumulation body slope, and buried at its low elevation position
If drainpipe, microorganism mixed solution intrusion pipe by certain row's spacing insertion accumulation body slope.
4. microorganism and nutrient solution mixed solution are injected toward the microorganism mixed solution perfusion mouth of pipe, under treating that liquid level is no longer in pipe
Stop pouring into during drop.
5. treat that solution dries up in microorganism mixed solution intrusion pipe, penetration concrete mortar closed conduct.
The invention has the advantages that：
1. it is covered with the microorganism mixed solution intrusion pipe of aperture using pipe shaft so that microorganism and nutrient solution mixed solution energy
Uniformly it is diffused on accumulation body slope, and reduces the interference of deposit confrontation fill orifice on accumulation body slope.
2. setting drainpipe at the low elevation position in intrusion pipe periphery, avoid because the effect of solution water make it that accumulation body slope is steady
Qualitative variation.
3. intrusion pipe periphery microbial mineralization acts on a range of loosely-packed material is bonded together, strengthened
The intensity of accumulation body slope and the integrality with side slope material, and improve the stability of accumulation body slope.
4. arrangement intrusion pipe on a large scale, friction pile and the reinforcement effect of anchor tie plate combination can be played, strengthens the whole of side slope
Body stability.
5. reinforcement means is simple and efficient, lower cost for material.
Brief description of the drawings：
Fig. 1 is that microorganism mixed solution pours into pipe elevation.
Fig. 2 is schematic diagram before accumulation body slope is reinforced.
Fig. 3 is accumulation body slope microorganism reinforcement means schematic diagram.
In Fig. 3：1, accumulation body slope material；2, drainpipe；3, microorganism mixed solution pours into pipe；4, microorganism and nutrition
Liquid mixed solution；5, microbial mineralization acts on filling of the product in accumulation material space.
Embodiment
Below in conjunction with the accompanying drawings and specific embodiment, the present invention is furture elucidated, it should be understood that these embodiments are merely to illustrate
The present invention rather than limitation the scope of the present invention, after the present invention has been read, those skilled in the art are each to the present invention's
The modification of the kind equivalent form of value falls within the application appended claims limited range.
1. according to the geology orographic condition of accumulation body slope, the tentatively selected poor position of slope stability and needs are added
Solid position.
2. according to accumulation body slope substance characteristics, selection is suitable for the species for adhering to its surface microorganism, carries out extensive
Ectogenesis, and configure the nutrient solution adapted to it.
3. it is covered with the thin gauge conduit of aperture, the note irrigated as microorganism and nutrient solution mixed solution according to Fig. 1 making pipe shafts
Enter pipe.
4. the emphasis determined by step 1 reinforces position, position and the row's spacing of fill orifice are rationally designed, one by one by intrusion pipe
Insert inside accumulation body slope, and a series of drainpipes are set at intrusion pipe periphery bottom elevation position.
5. the mixed solution of microorganism and nutrient solution is injected into intrusion pipe, until the liquid level no longer side of decline stops in intrusion pipe
Only primer solution.
6. sampling inspection microbial mineralization acts on filling situation of the product to accumulation body slope space, as filling situation is paid no attention to
Think, on its periphery, arrangement new bore re-starts perfusion.
7. treating that solution dries up in intrusion pipe, concrete mortar is injected, closes intrusion pipe.
8. sampling inspection is all qualified, accumulation body slope, which is reinforced, to be terminated.
Claims (5)
- A kind of 1. accumulation body slope microorganism reinforcement means, it is characterised in that：Pipe shaft is covered with the intrusion pipe of aperture, drainpipe is set Put, reinforcement means etc..
- 2. hole body is covered with the intrusion pipe of aperture according to claim 1, it is characterised in that：So that microorganism and nutrient solution is mixed Close solution uniformly can be diffused on accumulation body slope, and reduce the dry of deposit confrontation fill orifice on accumulation body slope Disturb.
- 3. drainpipe according to claim 1, it is characterised in that：Avoid because the effect of solution water make it that accumulation body slope is stable Property be deteriorated.
- 4. reinforcement means according to claim 1, it is characterised in that：Intrusion pipe periphery microbial mineralization, which acts on, causes certain model Loosely-packed material in enclosing bonds together, and enhances the intensity of accumulation body slope and the integrality of side slope material, and improve The stability of accumulation body slope.Arrangement intrusion pipe on a large scale, friction pile and the reinforcement effect of anchor tie plate combination, enhancing can be played The resistance to overturning of side slope.Reinforcement means is simple and efficient, lower cost for material.
- 5. similar approach is used to be reinforced to soil-slope, sandy beach, ground etc. also as patent claims.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710815243.4A CN107675675A (en) | 2017-08-29 | 2017-08-29 | A kind of accumulation body slope microorganism reinforcement means |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710815243.4A CN107675675A (en) | 2017-08-29 | 2017-08-29 | A kind of accumulation body slope microorganism reinforcement means |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107675675A true CN107675675A (en) | 2018-02-09 |
Family
ID=61135863
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710815243.4A Pending CN107675675A (en) | 2017-08-29 | 2017-08-29 | A kind of accumulation body slope microorganism reinforcement means |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107675675A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110106826A (en) * | 2019-04-18 | 2019-08-09 | 重庆交通大学 | River bed microorganism grouting ecological anti-seepage system and its construction method |
| CN112942388A (en) * | 2021-02-05 | 2021-06-11 | 北华航天工业学院 | Water burst disaster treatment system and method suitable for crack development side slope |
| CN113216979A (en) * | 2021-05-10 | 2021-08-06 | 华能澜沧江水电股份有限公司 | Microbial reinforcement method for fractured rock mass |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101904261A (en) * | 2010-07-16 | 2010-12-08 | 三峡大学 | Method for restoring side slope ecology by adopting AB (Acinetobacter baumannii) bacterium plant growing bags |
| CN102605793A (en) * | 2012-03-15 | 2012-07-25 | 西安理工大学 | Moisture transfer and ecological management method for loess slope |
| CN204875409U (en) * | 2015-07-05 | 2015-12-16 | 商丘工学院 | Joint geogrid reinforced structure of powder fine sand road bed microorganism grout |
| CN106498928A (en) * | 2015-09-08 | 2017-03-15 | 水利部交通运输部国家能源局南京水利科学研究院 | Liquid and its using method are reinforced in a kind of absorption enhancement mode microorganism for slope reinforcement |
-
2017
- 2017-08-29 CN CN201710815243.4A patent/CN107675675A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101904261A (en) * | 2010-07-16 | 2010-12-08 | 三峡大学 | Method for restoring side slope ecology by adopting AB (Acinetobacter baumannii) bacterium plant growing bags |
| CN102605793A (en) * | 2012-03-15 | 2012-07-25 | 西安理工大学 | Moisture transfer and ecological management method for loess slope |
| CN204875409U (en) * | 2015-07-05 | 2015-12-16 | 商丘工学院 | Joint geogrid reinforced structure of powder fine sand road bed microorganism grout |
| CN106498928A (en) * | 2015-09-08 | 2017-03-15 | 水利部交通运输部国家能源局南京水利科学研究院 | Liquid and its using method are reinforced in a kind of absorption enhancement mode microorganism for slope reinforcement |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110106826A (en) * | 2019-04-18 | 2019-08-09 | 重庆交通大学 | River bed microorganism grouting ecological anti-seepage system and its construction method |
| CN112942388A (en) * | 2021-02-05 | 2021-06-11 | 北华航天工业学院 | Water burst disaster treatment system and method suitable for crack development side slope |
| CN113216979A (en) * | 2021-05-10 | 2021-08-06 | 华能澜沧江水电股份有限公司 | Microbial reinforcement method for fractured rock mass |
| CN113216979B (en) * | 2021-05-10 | 2024-03-08 | 华能澜沧江水电股份有限公司 | Microbial reinforcement method for fractured rock mass |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204898658U (en) | Be used for consolidating little biological glue knot sand pile of soft soil foundation | |
| CN105386433B (en) | A kind of microorganism soil-fixing CFG pile composite foundations and construction method | |
| CN101532290B (en) | Granule grouting pile of ripple plastic sleeve with hole for strengthening soft soil foundation and strengthening method | |
| CN102493437B (en) | Grouting-type micro steel pipe pile and grouting reinforcement method | |
| CN101250868B (en) | Precipitation prepressing association motive power induration deep densification method | |
| CN201722685U (en) | No-adhesive prestress and pile side rear grouting punching pile structure | |
| CN107675675A (en) | A kind of accumulation body slope microorganism reinforcement means | |
| CN104975594A (en) | Grouting pipe for miscellaneous fill stratum and construction method | |
| CN202466594U (en) | Horizontal jet grouting soil anchoring and cast-in-place pile compound foundation pit supporting structure | |
| CN105821830A (en) | Permeation increase siphon drainage system for low-permeability soil slope | |
| CN103233473A (en) | Polymer multi-edge pile grouting method | |
| CN109798140A (en) | Km Deep Soft Rock fracture grouting support reinforcement method | |
| CN105178285A (en) | Method for widening grouting reinforcement and seepage and blockage prevention range of rock and soil | |
| CN104264695B (en) | A kind of friction skidding device of fragmented rock body and construction method thereof | |
| CN106638579A (en) | Construction method of coral sand foundation expanding cement mortar injection pile | |
| CN102071675A (en) | Soft soil foundation consolidation method combining drainage pile loading prepressing and deep mixing piles | |
| CN204715341U (en) | A kind of Grouting Pipe for miscellaneous fill stratum | |
| CN205152965U (en) | Utilize reinforced (rfd) environmental protection of plant roots to squeeze into slip casting type soil nail wall | |
| CN204000859U (en) | The mutual foundation drainage pile for prestressed pipe of a kind of soft or hard interlayer | |
| CN205714282U (en) | Waterproof/drainage structure at the bottom of a kind of soft stratum tunnel | |
| CN206308687U (en) | A kind of precast pile | |
| CN204282360U (en) | Covering layer prestressed anchoring structure | |
| CN208545745U (en) | Crushed stone grouting pile with classification enlarged footing | |
| CN106245641A (en) | PHC pile tube post grouting construction technique and PHC pile tube composite pile | |
| CN108396728A (en) | Constructing device and construction method for the multi-functional pile pile that the islands Tian Haizhu can drain |
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 |