CN215758963U - Microorganism induction calcium carbonate deposits grit composite pile reinforced structure - Google Patents
Microorganism induction calcium carbonate deposits grit composite pile reinforced structure Download PDFInfo
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Abstract
The utility model provides a pre-buried drip irrigation reinforcement structure for a microorganism-induced calcium carbonate precipitation gravel composite pile, which is used for preventing macroscopic deformation and damage of a water-rich fine-grained engineering muck side slope on a weak water-permeable substrate for a long time. The technology combines the traditional gravel pile technology and the microorganism induced calcium carbonate precipitation technology, and the main body comprises a central pipe positioned at the axle center of a pile body and peripheral filling aggregate. The filling aggregate can be divided into a drainage aggregate section, a drainage cemented aggregate section and a cemented aggregate section from the ground surface to the bottom, and the aggregate can be recycled to reuse the engineering slag soil material with the particle grading meeting the conditions. The microorganism-induced calcium carbonate precipitation engineering slurry comprises cop urea slurry, calcium source slurry and microorganism slurry.
Description
Technical Field
The utility model relates to a microorganism-induced calcium carbonate precipitation sandstone composite pile reinforcing structure, and belongs to the technical field of geotechnical engineering.
Background
Since the innovation is open, the construction of national social infrastructure is rapidly developed, and a large amount of engineering dregs are continuously generated and accumulated in the process. In China, a lot of towns with huge capital construction engineering quantities, such as Tianjin, Shanghai, Ningbo, Guangzhou, Shenzhen and the like dig out a lot of fine grain engineering muck rich in water, such as silty, mucilage and the like, due to the development of underground spaces (foundation pit engineering, tunnel engineering and the like). Most of the dregs are treated in a centralized filling mode to form a plurality of engineering dregs slopes, unreasonable and simple engineering dregs filling easily induces the dregs slopes to deform and damage disasters, and major safety accidents of collapse of the engineering dregs landfill in Shenzhen Guangming new areas in 2015, 12 and 20 are typical cases. On one hand, the water-rich fine-grained engineering muck pile on the weak permeable substrate is difficult to drain and solidify, and the rapid pile also easily causes abnormal excess pore pressure in the deep part of the muck, thereby increasing the risk of deformation and damage of the muck pile; on the other hand, landfill sites are often selected to be filled in sites with certain slopes, contact zones between filling soil and underlying bases are usually soft zones which are easy to cause landslide deformation, and unreasonable filling slag soil in the sites is easy to induce landslide damage of slag soil bodies.
Chinese patent CN103669340A discloses a polyurethane gravel pile, which is formed by forming a hole in a foundation, filling gravel aggregate, pouring polyurethane reaction raw material slurry, injecting the polyurethane foam reaction raw material slurry into the gravel aggregate, reacting instantaneously, filling gravel aggregate pores and curing into polyurethane foam, and bonding the gravel aggregate and the polyurethane foam in the foundation. However, the polyurethane foam adopted by the device is an explosive and highly toxic material, which is not favorable for environmental protection and construction safety; and the construction method of the device leads to that when in the engineering site, the reaction raw material slurry is difficult to be effectively and uniformly injected to the sand-gravel pile which is deeply buried in situ and has a large diameter.
Chinese patent CN108677912A discloses a CFG core gravel combined pile, a composite foundation formed by the CFG core gravel combined pile and a construction method, wherein the CFG core gravel combined pile comprises a CFG core and a gravel shell wrapping the CFG core, and the gravel shell is formed by sand and gravel according to a volume ratio of 1-2: 1. CFG core grit combined pile composite foundation, its characterized in that, including the soft soil foundation, squeeze into the CFG core grit combined pile of soft soil foundation and fill in the mattress pad layer in CFG core grit combined pile and soft soil foundation top, the mattress pad layer in be equipped with geogrid. The utility model discloses a have that the construction is simple and convenient, become the stake fast, during the construction period in the stake hyperstatic pore water stress dissipation rapidly, soil body intensity resumes soon, reduction of erection time, the post-construction subsides for a short time, utilizes industrial waste material to reduce characteristics such as engineering cost. But the shear resistance of the pile body is mainly born by the CFG core, and the peripheral aggregate of the pile body still only has the functions of promoting foundation drainage consolidation and improving the vertical bearing capacity of the foundation of the traditional gravel pile.
In order to reduce the deformation damage, particularly the risk of shear deformation damage, of the water-rich fine-grained engineering muck side slope on the weak water permeable substrate on the premise of not obviously reducing the initial environmental quality of rock soil and water bodies of an engineering field, the utility model provides a method for combining the traditional gravel pile technology with the microbial induced calcium carbonate precipitation technology, fully considering the engineering practice of the water-rich fine-grained engineering muck side slope on the weak water permeable substrate, recycling engineering waste, manufacturing the microbial induced calcium carbonate precipitation reinforced gravel pile in situ on the engineering field to promote the drainage consolidation of the water-rich fine-grained engineering muck side slope, improving the integral foundation bearing capacity and the shear deformation resistance of the side slope, and achieving the purpose of preventing the side slope from generating macroscopic deformation damage for a long time.
Polyurethane foam adopted by the polyurethane gravel pile is an explosive and highly toxic material, which is not beneficial to environmental protection and construction safety; the construction method of the device causes that the reaction raw material slurry is difficult to be effectively and uniformly injected to the sand-gravel pile which is deeply buried in situ and has a large diameter in an engineering field;
the shear resistance of the CFG core sand-stone combined pile is mainly born by the CFG core, and the peripheral aggregate of the CFG core sand-stone combined pile only has the functions of promoting foundation drainage consolidation and improving the vertical bearing capacity of the foundation of the traditional sand-stone pile.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a microorganism-induced calcium carbonate precipitation sandstone composite pile reinforcing structure which can reduce the deformation damage, particularly the shearing deformation damage risk, of a water-rich fine-grain engineering muck side slope on a weak-permeability substrate on the premise of not obviously reducing the initial environmental quality of rock soil and water in an engineering field.
In order to achieve the technical features, the utility model is realized as follows: a microorganism-induced calcium carbonate precipitation sandstone composite pile reinforcing structure comprises a weak permeability substrate, wherein water-rich fine-grain engineering muck is stacked on the top of the weak permeability substrate, a microorganism-induced calcium carbonate precipitation reinforced sandstone pile is arranged in the water-rich fine-grain engineering muck in a penetrating mode, and the bottom end of the microorganism-induced calcium carbonate precipitation reinforced sandstone pile penetrates through the interface between the muck and the substrate and is inserted into the weak permeability substrate for a section of length.
The microorganism-induced calcium carbonate precipitation strengthened gravel pile comprises a central pipe positioned in the axis of a pile body, wherein a drainage aggregate section, a drainage cemented aggregate section and a cemented aggregate section are sequentially arranged on the periphery of the central pipe in a surrounding manner from top to bottom along the height direction of the central pipe, and the drainage aggregate section, the drainage cemented aggregate section and the cemented aggregate section are cemented in a microorganism-induced calcium carbonate precipitation manner.
The sandstone aggregates of the drainage aggregate section, the drainage cemented aggregate section and the cemented aggregate section adopt engineering slag and soil materials which are recycled and qualified in a particle grading interval, the maximum particle size of the sandstone aggregate particles of the drainage aggregate section, the drainage cemented aggregate section and the cemented aggregate section is not more than 30mm, and the components of the sandstone aggregate are required to meet the environmental quality industrial specification.
The engineering residual soil material comprises waste concrete material or waste brick material.
The thickness of the drainage aggregate section is at least 1m, and the sandstone aggregate is sand in the range from coarse sand to gravel in grading;
the drainage cemented aggregate section is filled from the bottom of the drainage cemented aggregate section to the interface between the muck and the substrate, and the sandstone aggregate is medium sand;
the cemented aggregate section extends from the bottom layer of the water-rich fine engineering muck to the interior of the weak permeability substrate, the length of the cemented aggregate section is not shorter than 2m, and the sandstone aggregate is sand-medium sand grain-graded sandstone material.
The diameter of the microorganism-induced calcium carbonate precipitation reinforced sand-stone pile is controlled to be 300-500 mm.
The central tube is made of a hard PVC tube with an opening at the top end, the inner diameter of the tube is within a range of 15-30 mm, and the thickness of the tube wall is as small as possible on the premise that the tube body is not extruded by peripheral aggregate sections of the central tube on an engineering site to deform obviously;
the central pipe is divided into a central pipe drainage section at the upper part from top to bottom, and pipe holes are not distributed on the central pipe drainage section;
the middle central tube pore diameter filter tube section corresponds to the drainage cemented aggregate section, and the central tube pore diameter filter tube section is uniformly and crossly provided with pore canals along the axis direction, so that external soil body seepage enters and microorganism-induced calcium carbonate precipitation engineering slurry is injected into external aggregate through the pore canals;
the lower central tube coarse pore diameter filter tube section corresponds to the cemented aggregate section, and coarse tube holes are uniformly and crossly arranged on the tube wall of the cemented aggregate section along the axis direction.
The outer wall of the central tube is wound into a spiral shape through metal wires to separate the externally wound filter screens, the filter screens are arranged in two layers, the inner layer filter screen adopts a 80-mesh nylon net or a metal net, the outer layer filter screen adopts a 3-mesh to 10-mesh nylon net or a metal net, and a layer of thick metal wires is wound outside the filter screens;
the plane layout of the microorganism-induced calcium carbonate precipitation strengthened sandstone pile engineering site adopts an equilateral triangle shape, and the space between sandstone piles is set to be 2.5-4.5 times of the diameter of the sandstone piles.
And generating the microorganism-induced calcium carbonate precipitation cementing mass in the aggregate particle gaps of the microorganism-induced calcium carbonate precipitation reinforced gravel pile by a microorganism-induced calcium carbonate precipitation technology.
The utility model has the beneficial effects that:
the method can reduce the deformation damage, especially the shearing deformation damage risk, of the water-rich fine-grain engineering muck side slope on the base with weak water permeability on the premise of not obviously reducing the initial environmental quality of rock soil and water bodies of an engineering field. The utility model provides a method for combining the traditional gravel pile technology with the microbial induced calcium carbonate precipitation technology, fully considers the engineering practice of the water-rich fine-grain engineering muck side slope on the weak water permeable substrate, recycles the engineering waste, manufactures the microbial induced calcium carbonate precipitation reinforced gravel pile in situ on the engineering site, promotes the drainage and consolidation of the water-rich fine-grain engineering muck side slope, improves the integral foundation bearing capacity and the shear deformation resistance of the side slope, and achieves the purpose of preventing the side slope from generating macroscopic deformation damage for a long time.
The main improvement points of the utility model are as follows:
1. the utility model can be beneficial to the drainage and consolidation of the water-rich fine-grain engineering muck layer on the base with weak water permeability on one hand, and can effectively and uniformly improve the mechanical strength, especially the shear strength, of the gravel pile body on the other hand, so as to be beneficial to obviously reducing the macroscopic damage deformation, especially the risk of shear damage deformation, of the water-rich fine-grain engineering muck side slope on the base with weak water permeability. Moreover, the mechanical strength can be increased according to the actual field, the grouting treatment of the microorganism induced calcium carbonate precipitation engineering is gradually carried out, and the grouting treatment is not required to be completed at one time.
2. The materials adopted by the utility model and the generated components do not contain flammable, explosive or highly toxic substances, are environment-friendly materials, and can carry out resource utilization on the medium-coarse grain engineering slag soil meeting the requirements.
3. Different from the common chemical cement which can quickly cement soil particles after entering the pores of the soil body, close a seepage channel and reduce the overall permeability of the soil body, the microbial induced calcium carbonate precipitation of the microbial induced calcium carbonate precipitation technology requires a time process, and the process can generally last for more than one day under the engineering site condition according to the engineering site and the construction difference of the microbial induced calcium carbonate precipitation technology, so that the microbial induced calcium carbonate precipitation engineering slurry can be fully diffused in the target soil body, and the soil body in the target area can be cemented more uniformly.
4. The utility model not only has the function of preventing deformation and damage of the water-rich fine-grain engineering muck slope on the base with weak water permeability, but also can monitor the groundwater level of the engineering field for a long time through the central pipe.
Drawings
The utility model is further illustrated by the following figures and examples.
FIG. 1 is a schematic diagram of a cross-section layout structure of an engineering field.
FIG. 2 is a schematic sectional view of the present invention (a) a schematic sectional view of a single-pile on-site installation structure, and (b) a schematic sectional view of a central tube structure).
FIG. 3 is a schematic view of the arrangement of the holes of the core tube according to the present invention.
FIG. 4 is a schematic diagram of the filler structure of the present invention ((a) the filler structure without being treated by the microorganism-induced calcium carbonate precipitation technique, and (b) the filler structure after being treated by the microorganism-induced calcium carbonate precipitation technique).
FIG. 5 is a schematic diagram of a planar layout structure of an engineering field.
FIG. 6 is a schematic diagram of the operation of the microorganism-induced calcium carbonate precipitation treatment of the present invention (a) drainage of accumulated water in the central tube, and (b) injection of the engineering slurry).
In the figure: 1-a weakly permeable substrate; 2-water-rich fine engineering muck; 3-microorganism induction calcium carbonate precipitation strengthening gravel pile; 4-interface of muck and substrate; 5-a central tube; 6-draining aggregate section; 7-draining cemented aggregate section; 8-cementing aggregate section; 9-a central tube drainage section; 10-a central tube pore diameter filter tube section; 11-central tube coarse pore diameter filter tube section; 12-pore of tubule; 13-coarse tube holes; 14-inner layer wire; 15-filtering with a filter screen; 16-outer layer wire; 17-aggregate particles; 18-microbial induction of calcium carbonate precipitation cement agglomerates; 19-a water pumping pipe; 20-a water pumping device; 21-flexible glue tube; 22-an injection device; 23-microorganism induced calcium carbonate precipitation engineering slurry.
Detailed Description
Embodiments of the present invention will be further described with reference to the accompanying drawings.
Example 1:
referring to fig. 1-6, a microorganism-induced calcium carbonate precipitation sandstone composite pile reinforcing structure comprises a weak permeability substrate 1, wherein water-rich fine-grain engineering muck 2 is stacked on the top of the weak permeability substrate 1, a microorganism-induced calcium carbonate precipitation-reinforced sandstone pile 3 is arranged in the water-rich fine-grain engineering muck 2 in a penetrating manner, and the bottom end of the microorganism-induced calcium carbonate precipitation-reinforced sandstone pile 3 penetrates through a muck-substrate interface 4 and is inserted into the weak permeability substrate 1 for a certain length. The reinforced structure is used for preventing the macroscopic deformation damage of the water-rich fine-grain engineering muck side slope on the weak-permeability substrate in a long-term environment-friendly manner, and combines the traditional gravel pile technology and the microorganism-induced calcium carbonate precipitation technology.
Further, the microorganism-induced calcium carbonate precipitation strengthened gravel pile 3 comprises a central pipe 5 positioned at the axis of the pile body, a drainage aggregate section 6, a drainage cemented aggregate section 7 and a cemented aggregate section 8 are sequentially arranged on the periphery of the central pipe 5 in a surrounding manner from top to bottom along the height direction of the central pipe, and the drainage aggregate section 6, the drainage cemented aggregate section 7 and the cemented aggregate section 8 are cemented in a microorganism-induced calcium carbonate precipitation manner.
Furthermore, the sandstone aggregates of the drainage aggregate section 6, the drainage cemented aggregate section 7 and the cemented aggregate section 8 adopt engineering slag and soil materials which are recycled and qualified in a particle grading interval, the maximum particle size of the sandstone aggregate particles of the drainage aggregate section 6, the drainage cemented aggregate section 7 and the cemented aggregate section 8 is not more than 30mm, and the components of the sandstone aggregate are required to meet the environmental quality industrial specification.
Further, the engineering residual soil material comprises waste concrete materials or waste brick materials.
Furthermore, the thickness of the drainage aggregate section 6 is at least 1m, and the sandstone aggregate is sand in the range from coarse sand to crushed stone in grading; the drainage cemented aggregate section 7 is filled from the bottom of the drainage cemented aggregate section 6 to the interface 4 of the muck and the substrate, and the sandstone aggregate is medium sand; the cemented aggregate section 8 extends from the bottom layer of the water-rich fine engineering slag soil 2 to the interior of the weak permeability substrate 1, the length of the cemented aggregate section is not shorter than 2m, and the sandstone aggregate is sand-medium sand grain-graded sandstone material.
The arrangement of the drainage aggregate section 6 considers that after water-rich fine-grained soil is fully drained through the ground surface, a hard shell layer with the thickness of about 1m is easily formed, so that transverse drainage through a sand-stone pile is not needed in the buried depth interval, the soil body with the depth is difficult to form the problem of macroscopic shear deformation damage independently, and the shear strength of the drainage aggregate section is not needed to be improved particularly.
The drainage cemented aggregate section 7 is beneficial to promoting drainage of slag soil bodies on one hand, and is beneficial to ensuring that shear strength of the pile body is fully improved after the microorganism induced calcium carbonate precipitation technology treatment on the other hand.
The cemented aggregate section 8 is beneficial to fully improving the shearing resistance of the pile body after the treatment of the microorganism induced calcium carbonate precipitation technology.
Furthermore, the diameter of the microorganism-induced calcium carbonate precipitation reinforced gravel pile 3 is controlled to be 300-500 mm.
Further, in order to fully promote drainage consolidation of the muck pile and improvement of the overall strength of the pile body and not obviously increase the engineering cost, the central pipe 5 is a hard PVC pipe with an opening at the top end, the inner diameter of the pipe is within a range of 15-30 mm, and the thickness of the pipe wall is reduced as much as possible on the premise that the pipe body is not extruded by the peripheral aggregate section of the central pipe on the engineering site and is not deformed obviously; the central pipe 5 is divided into a central pipe drainage section 9 at the upper part from top to bottom, and pipe holes are not distributed on the central pipe drainage section 9; the middle central tube pore diameter filter tube section 10 corresponds to the drainage cemented aggregate section 7, and the central tube pore diameter filter tube section 10 is uniformly and crossly provided with pore tubes 12 along the axial direction, so that the external soil body can enter in a seepage manner and the microorganism can induce the calcium carbonate precipitation engineering slurry to be injected into the aggregate outside the tube through the pore tubes 12; the lower central tube coarse pore diameter filter tube section 11 corresponds to the cemented aggregate section 8, and coarse tube holes 13 are uniformly and crossly arranged on the tube wall of the cemented aggregate section 8 along the axis direction.
Furthermore, the aperture of the thin tube hole 12 is 2.5mm, so that the external soil body can conveniently seep into the thin tube hole and the calcium carbonate precipitation engineering slurry induced by the microorganism can be injected into the aggregate outside the tube through the tube hole; the diameter of the coarse pipe hole 13 is 4mm, so that the external soil body can conveniently seep into the coarse pipe hole and the microorganism-induced calcium carbonate precipitation engineering slurry can be injected into the aggregate outside the pipe through the coarse pipe hole.
Further, the outer wall of the central tube 5 is wound into a spiral shape through a metal wire 14 to separate an externally wound filter screen 15, the filter screen 15 is provided with two layers, an inner layer filter screen is a 80-mesh nylon net or a metal net, an outer layer filter screen is a 3-10-mesh nylon net or a metal net, and a layer of thick metal wire 16 is wound outside the filter screen; the plane layout of the microorganism-induced calcium carbonate precipitation strengthened sandstone pile 3 engineering site adopts an equilateral triangle shape, and the space between the sandstone piles is set to be 2.5-4.5 times of the diameter of the sandstone piles.
Further, microorganism-induced calcium carbonate precipitation cement agglomerates 18 are generated in gaps among aggregate particles 17 of the microorganism-induced calcium carbonate precipitation-reinforced gravel pile 3 by a microorganism-induced calcium carbonate precipitation technology.
The mechanism of the utility model is as follows:
the theoretical mechanism of the microbial induced calcium carbonate precipitation technique can be characterized by formula 1 and formula 2:
the microorganism-induced calcium carbonate precipitation engineering slurry consists of urea slurry, calcium source slurry and microorganism slurry. The calcium source slurry is a divalent calcium ion solution, such as an aqueous solution of a divalent calcium ion compound such as calcium chloride or calcium acetate, which is easily soluble in water, and the solution is required to be adjusted to have a pH value in a range of 6.5 to 7.0 by a weak acid or a weak base before being applied on site, and the concentration of the divalent calcium ion of the calcium source slurry is preferably adjusted to be 0.25mol/L to 0.3mol/L when measured at 25 ℃. The molar concentration of urea in the urea solution should be kept consistent with the concentration of divalent calcium ions in the calcium source slurry. Considering that the application environment of the utility model is deep underground and can face anoxic conditions, the microorganism in the microorganism slurry can adopt environment-friendly facultative anaerobic type pasteurella bacillus, the pH value of the microorganism slurry is preferably adjusted to be about 9.5, the value is measured at 25 ℃, and the concentration of the bacteria liquid is preferably higher than 1 × 105 CFU/mL.
Further, the structure is intended to be applied to a water-rich fine-grained engineering muck slope on a substrate with weak water permeability, and the thickness of the processed fine-grained engineering muck layer is not smaller than 4 m.
Furthermore, the drainage aggregate section, the drainage cemented aggregate section and the cemented aggregate section are combined and distributed in the microorganism-induced calcium carbonate precipitation-strengthened sandstone pile, and are set according to the actual conditions of the processed fine engineering muck side slope and the underlying weak water-permeable substrate.
Further, the central pipe aims at contact zones between the slag soil body and the underlying base, which are detected by the field, and other weak sections, and the arrangement density of pipe holes can be encrypted as required.
Furthermore, the microbial liquid has the best engineering efficiency in the range of 20-40 ℃, so that the temperature of the treatment link of the microbial induced calcium carbonate precipitation technology is ensured to be in the range of 20-40 ℃ when the technology is applied on site.
Furthermore, the microorganism-induced calcium carbonate precipitation engineering slurry is communicated with the top port of the central pipe through a soft rubber pipe by an injection device, and the slurry is injected into the pores of the pile body aggregate by means of the central pipe. Before injecting the engineering grout, a thin hard rubber tube is inserted into the bottom of the central tube from the top opening of the central tube, accumulated water in the thin hard rubber tube is pumped to the central tube, and the injection of the engineering grout is started within a short time without rapidly generating an obvious accumulated water state. Injecting engineering grout is operated according to site conditions and engineering requirements, injecting enough microbial grout into pile body aggregate pores through a central pipe, and standing for a plurality of hours to enable bacterial liquid to fully enter the aggregate; injecting the required calcium source slurry at low speed through the central pipe to ensure that the calcium source slurry fully enters the aggregate gaps; finally, required urea slurry is injected at a low speed through the central pipe, so that the urea slurry fully enters the aggregate gaps; and then standing. The injectors used to inject the three engineering slurries cannot be mixed.
Furthermore, the effect of improving the strength of the gravel pile after the microbial induced calcium carbonate precipitation technology treatment can be judged by comparing the water accumulation rate and the stable water head in the central pipe before and after treatment. The smaller the water accumulation rate in the central pipe after the microorganism-induced calcium carbonate precipitation treatment is, the larger the stable water level burial depth is, and the higher the strength improvement degree of the sand stone pile is. After the microorganism-induced calcium carbonate precipitation technology is used for grouting, the concentration of microorganisms, the concentration of divalent calcium ions and the concentration of urea in a water body extracted from a central pipe can be analyzed through testing, and whether the calcium carbonate precipitation grouting is further induced by microorganisms or not can be decided by combining the judgment on the strength improvement degree of a pile body.
Example 2:
a construction method of a microorganism-induced calcium carbonate precipitation gravel composite pile reinforced structure comprises the following steps:
before carrying out the microorganism-induced calcium carbonate precipitation treatment, a thin hard glue water pumping pipe 19 is inserted from the top opening of the central pipe 5 to the bottom of the central pipe, a water pumping device 20 is externally connected, accumulated water in the water pumping pipe is pumped to the central pipe 5 in a short time without generating an obvious accumulated water state, and then the microorganism-induced calcium carbonate precipitation technical treatment is started;
connecting an injection device 22 with the top port of a central tube 5 through a soft rubber tube 21, loading the microorganism-induced calcium carbonate precipitation engineering slurry 23 into the injection device 22, and injecting the slurry into the pores among the aggregate particles 17 of the microorganism-induced calcium carbonate precipitation-reinforced gravel pile 3 by means of the central tube 5;
the microorganism-induced calcium carbonate precipitation engineering slurry 23 comprises urea slurry, calcium source slurry and microorganism slurry;
the calcium source slurry is a divalent calcium ion solution, and the pH of the calcium source slurry is regulated to be between 6.5 and 7.0 by weak acid or weak base; the concentration of divalent calcium ions of the calcium source slurry is preferably adjusted to 0.25mol/L to 0.3 mol/L; the molar concentration of the urea in the urea solution is consistent with the concentration of divalent calcium ions in the calcium source slurry; the microorganism in the microorganism slurry adopts environment-friendly facultative anaerobic type pasteurella bacillus, the pH value of the microorganism slurry is adjusted to 9.4-9.6, and the concentration of the bacterial liquid is higher than 1 multiplied by 105 CFU/mL;
injecting the microorganism-induced calcium carbonate precipitation engineering slurry 23 according to site conditions and engineering requirements, injecting sufficient microorganism slurry into the pores among the aggregate particles 17 through the central tube 5, and standing for a plurality of hours until the bacterial liquid can fully enter the pores among the aggregate particles 17; then, required calcium source slurry is injected at a low speed through the central pipe 5, so that the calcium source slurry fully enters pores among the aggregate particles 17; finally, required urea slurry is injected at a low speed through the central pipe 5, so that the urea slurry fully enters pores among the aggregate particles 17; and then standing and maintaining.
Claims (9)
1. The utility model provides an induced calcium carbonate deposits grit composite pile reinforced structure of microorganism which characterized in that: the water-rich fine-grained engineering gravel pile comprises a weak permeability substrate (1), wherein water-rich fine-grained engineering muck (2) is stacked on the top of the weak permeability substrate (1), a microorganism-induced calcium carbonate precipitation-reinforced gravel pile (3) penetrates through the interior of the water-rich fine-grained engineering muck (2), and the bottom end of the microorganism-induced calcium carbonate precipitation-reinforced gravel pile (3) penetrates through a muck-substrate interface (4) and is inserted into the weak permeability substrate (1) for a section of length.
2. The microorganism-induced calcium carbonate precipitation sandstone composite pile reinforcement structure according to claim 1, characterized in that: the microorganism-induced calcium carbonate precipitation strengthening gravel pile (3) comprises a central pipe (5) in the axle center of a pile body, the periphery of the central pipe (5) is sequentially surrounded and provided with a drainage aggregate section (6), a drainage cement aggregate section (7) and a cement aggregate section (8) from top to bottom along the height direction of the central pipe, and the drainage aggregate section (6), the drainage cement aggregate section (7) and the cement aggregate section (8) are cemented in a microorganism-induced calcium carbonate precipitation mode.
3. The microorganism-induced calcium carbonate precipitation sandstone composite pile reinforcement structure according to claim 2, characterized in that: the sandstone aggregate of the drainage aggregate section (6), the drainage cemented aggregate section (7) and the cemented aggregate section (8) is recycled, engineering slag and soil materials qualified in a particle grading interval are recycled, the maximum particle size of the sandstone aggregate particles of the drainage aggregate section (6), the drainage cemented aggregate section (7) and the cemented aggregate section (8) is not more than 30mm, and the components of the sandstone aggregate are required to meet the environmental quality industrial standard.
4. The microorganism-induced calcium carbonate precipitation sandstone composite pile reinforcement structure according to claim 3, wherein: the engineering residual soil material comprises waste concrete material or waste brick material.
5. The microorganism-induced calcium carbonate precipitation sandstone composite pile reinforcement structure according to claim 2, characterized in that: the thickness of the drainage aggregate section (6) is at least 1m, and the sandstone aggregate is sand in the range from coarse sand to gravel in grading;
the drainage cemented aggregate section (7) is filled from the bottom of the drainage aggregate section (6) to the interface (4) of the residue soil and the substrate, and the sand aggregate is medium sand;
the cemented aggregate section (8) extends from the bottom layer of the water-rich fine engineering slag soil (2) to the interior of the weak permeability substrate (1), and is buried downwards with the length not shorter than 2m, and the sandstone aggregate is sand-medium material with fine sand to medium sand grain composition.
6. The microorganism-induced calcium carbonate precipitation sandstone composite pile reinforcement structure according to claim 1, characterized in that: the diameter of the microorganism-induced calcium carbonate precipitation reinforced gravel pile (3) is controlled to be 300-500 mm.
7. The microorganism-induced calcium carbonate precipitation sandstone composite pile reinforcement structure according to claim 2, characterized in that: the central pipe (5) is a hard PVC pipe with an opening at the top end, the inner diameter of the pipe is within the range of 15-30 mm, and the thickness of the pipe wall is as small as possible on the premise that the pipe body is not extruded by the peripheral aggregate section of the central pipe on the engineering site to deform obviously;
the central pipe (5) is divided into a central pipe drainage section (9) at the upper part from top to bottom, and pipe holes are not distributed on the central pipe drainage section (9);
the middle central tube pore diameter filter tube section (10) corresponds to the drainage cemented aggregate section (7), and the central tube pore diameter filter tube section (10) is uniformly provided with pore canals (12) in a crossed manner along the axis direction, so that the external soil body can enter in a seepage manner and the microorganism can induce the calcium carbonate precipitation engineering slurry to be injected into the aggregate outside the tube through the pore canals (12);
the lower central tube coarse pore diameter filter tube section (11) corresponds to the cemented aggregate section (8), and coarse tube holes (13) are uniformly and crossly arranged on the tube wall of the cemented aggregate section (8) along the axis direction.
8. The microorganism-induced calcium carbonate precipitation sandstone composite pile reinforcement structure according to claim 2, characterized in that: the outer wall of the central pipe (5) is wound into a spiral shape through a metal wire (14) to separate filter screens (15) wound outside, the filter screens (15) are arranged into two layers, the inner layer of the filter screen is made of 80-mesh nylon net or metal net, the outer layer of the filter screen is made of 3-10-mesh nylon net or metal net, and a layer of thick metal wire (16) is wound outside the filter screens;
the plane layout of the engineering site of the microorganism-induced calcium carbonate precipitation strengthened gravel pile (3) adopts an equilateral triangle shape, and the space between the gravel piles is set to be 2.5-4.5 times of the diameter of the gravel pile.
9. The microorganism-induced calcium carbonate precipitation sandstone composite pile reinforcement structure according to claim 1, characterized in that: microorganism-induced calcium carbonate precipitation cement agglomerates (18) are generated in gaps among aggregate particles (17) of the microorganism-induced calcium carbonate precipitation reinforced gravel pile (3) by a microorganism-induced calcium carbonate precipitation technology.
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| CN202120713670.3U CN215758963U (en) | 2021-04-08 | 2021-04-08 | Microorganism induction calcium carbonate deposits grit composite pile reinforced structure |
| PCT/CN2022/080055 WO2022213766A1 (en) | 2021-04-08 | 2022-03-10 | Microbiologically induced calcium carbonate precipitation gravel composite pile reinforcement structure and construction method |
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| CN202120713670.3U CN215758963U (en) | 2021-04-08 | 2021-04-08 | Microorganism induction calcium carbonate deposits grit composite pile reinforced structure |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113174933A (en) * | 2021-04-08 | 2021-07-27 | 中国长江三峡集团有限公司 | Microorganism-induced calcium carbonate precipitation gravel composite pile reinforcing structure and construction method |
| WO2022213766A1 (en) * | 2021-04-08 | 2022-10-13 | 中国长江三峡集团有限公司 | Microbiologically induced calcium carbonate precipitation gravel composite pile reinforcement structure and construction method |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113174933A (en) * | 2021-04-08 | 2021-07-27 | 中国长江三峡集团有限公司 | Microorganism-induced calcium carbonate precipitation gravel composite pile reinforcing structure and construction method |
| CN113174933B (en) * | 2021-04-08 | 2022-06-07 | 中国长江三峡集团有限公司 | Microorganism-induced calcium carbonate precipitation gravel composite pile reinforcing structure and construction method |
| WO2022213766A1 (en) * | 2021-04-08 | 2022-10-13 | 中国长江三峡集团有限公司 | Microbiologically induced calcium carbonate precipitation gravel composite pile reinforcement structure and construction method |
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