CN113774930A - Phosphogypsum-based filling bag for efficiently repairing concave part of slope and construction method thereof - Google Patents

Phosphogypsum-based filling bag for efficiently repairing concave part of slope and construction method thereof Download PDF

Info

Publication number
CN113774930A
CN113774930A CN202110983951.5A CN202110983951A CN113774930A CN 113774930 A CN113774930 A CN 113774930A CN 202110983951 A CN202110983951 A CN 202110983951A CN 113774930 A CN113774930 A CN 113774930A
Authority
CN
China
Prior art keywords
filling bag
bag
concave
anchor
phosphogypsum
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.)
Granted
Application number
CN202110983951.5A
Other languages
Chinese (zh)
Other versions
CN113774930B (en
Inventor
杨悦舒
司晓鹏
刘大翔
肖海
许阳
许文年
夏振尧
刘黎明
刘德玉
郭超祺
张修政
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Three Gorges University CTGU
Original Assignee
China Three Gorges University CTGU
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by China Three Gorges University CTGU filed Critical China Three Gorges University CTGU
Priority to CN202110983951.5A priority Critical patent/CN113774930B/en
Publication of CN113774930A publication Critical patent/CN113774930A/en
Application granted granted Critical
Publication of CN113774930B publication Critical patent/CN113774930B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/20Securing of slopes or inclines
    • AHUMAN NECESSITIES
    • A01AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
    • A01GHORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
    • A01G24/00Growth substrates; Culture media; Apparatus or methods therefor
    • A01G24/10Growth substrates; Culture media; Apparatus or methods therefor based on or containing inorganic material
    • AHUMAN NECESSITIES
    • A01AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
    • A01GHORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
    • A01G24/00Growth substrates; Culture media; Apparatus or methods therefor
    • A01G24/10Growth substrates; Culture media; Apparatus or methods therefor based on or containing inorganic material
    • A01G24/12Growth substrates; Culture media; Apparatus or methods therefor based on or containing inorganic material containing soil minerals
    • AHUMAN NECESSITIES
    • A01AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
    • A01GHORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
    • A01G24/00Growth substrates; Culture media; Apparatus or methods therefor
    • A01G24/10Growth substrates; Culture media; Apparatus or methods therefor based on or containing inorganic material
    • A01G24/12Growth substrates; Culture media; Apparatus or methods therefor based on or containing inorganic material containing soil minerals
    • A01G24/15Calcined rock, e.g. perlite, vermiculite or clay aggregates
    • AHUMAN NECESSITIES
    • A01AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
    • A01GHORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
    • A01G9/00Cultivation in receptacles, forcing-frames or greenhouses; Edging for beds, lawn or the like
    • A01G9/02Receptacles, e.g. flower-pots or boxes; Glasses for cultivating flowers
    • A01G9/029Receptacles for seedlings
    • A01G9/0293Seed or shoot receptacles
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/14Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing calcium sulfate cements
    • C04B28/142Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing calcium sulfate cements containing synthetic or waste calcium sulfate cements
    • C04B28/143Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing calcium sulfate cements containing synthetic or waste calcium sulfate cements the synthetic calcium sulfate being phosphogypsum
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74Means for anchoring structural elements or bulkheads

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Chemical & Material Sciences (AREA)
  • Structural Engineering (AREA)
  • Environmental Sciences (AREA)
  • Inorganic Chemistry (AREA)
  • Mining & Mineral Resources (AREA)
  • Soil Sciences (AREA)
  • General Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Paleontology (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Materials Engineering (AREA)
  • Organic Chemistry (AREA)
  • Pretreatment Of Seeds And Plants (AREA)

Abstract

The invention discloses a phosphogypsum-based filling bag for efficiently repairing a concave part of a slope and a construction method thereof, wherein the phosphogypsum-based filling bag comprises a filling bag laid in the concave part of a side slope, the filling bag comprises a soil matrix bag positioned on the upper side and a concave filling bag positioned on the lower side, a plurality of separation nets for separating the concave filling bag into a plurality of reaction areas are arranged in the concave filling bag, a water bag and hardening matrix are arranged in each reaction area, sharp spines are arranged on the surfaces of the separation nets, anchoring nails can be inserted into and penetrate through the filling bag, the interiors of the anchoring nails are hollow, and communication holes are formed in the surfaces of the anchoring nails; the invention can carry out rapid greening and ecological restoration on the concave part of the slope.

Description

Phosphogypsum-based filling bag for efficiently repairing concave part of slope and construction method thereof
Technical Field
The invention relates to the technical field of slope ecological restoration, in particular to a phosphogypsum-based filling bag for efficiently restoring a concave part of a slope and a construction method thereof.
Background
A large number of engineering constructions promote the development of social economy, and also seriously damage the local ecological environment, especially form a large number of excavated rock slopes in the construction of highways, mines and hydropower engineering. The engineering excavation not only destroys the original plant layer of the side slope, leads to the breakage of the slope rock mass, but also causes a series of ecological environment problems, such as water and soil loss, debris flow, landslide, loss of biological chains and the like.
When ecological restoration is carried out on the sunken part of the engineering excavation slope surface, the conventional method is often complicated, and a large amount of manpower and material resources are consumed. For a part of engineering side slopes in an area where water cannot be drained conveniently, the sunken parts of the excavated rock side slope surfaces in the area are required to be repaired quickly and efficiently, so that the engineering side slopes are inconvenient to repair. Particularly, for some high and steep rocky slopes, although only point greening is required, the implementation is very difficult due to the construction difficulty and water diversion problems. Therefore, the invention is needed to invent a phosphogypsum-based filling bag for efficiently repairing a slope sunken part and a construction method thereof so as to solve the problems.
Disclosure of Invention
The invention aims to overcome the defects and provides the phosphogypsum-based filling bag for efficiently repairing the depressed part of the slope and the construction method thereof, which can be used for rapidly greening and ecologically repairing the depressed part of the slope.
In order to solve the technical problems, the invention adopts the technical scheme that: the utility model provides a fill bag to high-efficient prosthetic ardealite base of domatic sunken position, is including laying the fill bag in the sunken position of side slope, fill the bag including the soil matrix bag that is located the upside and be located the sunken fill bag of downside, be equipped with in the sunken fill bag and fill the bag with sunken filling and separate a plurality of separation net for a plurality of reaction area, be equipped with water bag and sclerosis matrix in every reaction area, the separation net surface is equipped with the spine, and the anchor can insert and run through inside filling the bag, the inside cavity of anchor, the intercommunicating pore has been seted up on its surface.
Preferably, a hollow cavity is formed in the anchor, the top of the hollow cavity is open, and a sealing cover matched with the hollow cavity is arranged.
Preferably, when the anchor is inserted into the filling bag, the position of the upper communication holes on the surface of the anchor corresponds to the position of the soil matrix bag, and the position of the lower communication holes on the surface of the anchor corresponds to the position of the recessed filling bag.
Preferably, a semipermeable membrane is further arranged in the middle of the hollow cavity.
Preferably, the filling bag is sealed on the outer surface and provided with a water-impermeable diaphragm inside, the diaphragm divides the filling bag into an upper area and a lower area, wherein the upper area forms a soil matrix bag, and the lower area forms a sunken filling bag.
Preferably, the separation net of the central region of the concave filling bag is enclosed to form a cylindrical region matched with the anchor bolt, and only the hardening matrix is filled in the cylindrical region.
Preferably, the anchor bolt length is 80-100 cm, and the separation net is of a flexible filter net structure.
Preferably, the soil matrix in the soil matrix bag comprises the following components in parts by weight: 98-100 parts of soil and 5-6 parts of organic matters; the substrate is divided into a base layer and a surface layer, and plant seeds are embedded in the surface layer.
Preferably, the hardening matrix in the concave filling bag comprises the following components in parts by weight: 3-4 parts of ceramsite, 5-6 parts of vermiculite, 4-5 parts of sand, 8-10 parts of cement, 2-4 parts of phosphogypsum and 0.5-1 part of expanding agent.
In addition, the invention also discloses a construction method of the phosphogypsum-based filling bag for efficiently repairing the depressed part of the slope, which comprises the following steps:
the method comprises the following steps: removing broken stones and floating soil in the slope surface and the sunken part;
step two: placing filling bags with corresponding specifications at the sunken parts, and filling the sunken filling bags into the sunken parts through vibration to keep the slope surfaces basically flat;
step three: puncturing the filling bag with the anchor bolts, penetrating the filling bag and the soil matrix bag and the concave filling bag, and finally fixing the bottom of the anchor bolts at the bottom of the concave part;
step four: pressing the upper surface of the filling bag for the first time, wherein the water bag is punctured by a sharp point to cause water to flow out, then mixing the water with the surrounding hardening matrix, and the hardening matrix reacts with the water to gradually expand and harden;
step five: the hardened matrix can extrude the interior of the concave filling bag in the process of expansion and hardening, and at the moment, part of water in the concave filling bag passes through the separation net and is gathered near the position of the anchor, and then enters the hollow cavity from the communication holes at the lower part of the anchor, and then enters the soil matrix bag from the communication holes at the upper part of the hollow cavity to provide water for plant seed germination;
step six: after the hardening matrix completely reacts with the water, the sealing cover at the top of the anchor is opened, the upper surface of the filling bag is pressed for the second time, and at the moment, the redundant water in the concave filling bag is directly drained out of the filling bag through the hollow cavity of the anchor.
The invention has the beneficial effects that:
1. the filling bag can be filled into the sunken part under the action of gravity by utilizing the looseness of the hardening matrix and water in the sunken filling bag in the filling bag, and the sunken part can be quickly filled by the sunken filling bag through manual vibration, so that the slope surface is kept flat.
2. Designing the filling bags into a structure of a soil matrix bag and a sunken filling bag, wherein the water amount in the water bag is slightly more than the calculated values of the water amount required by the reaction of the cement, the phosphogypsum and other binders in the hardened matrix and the water amount required by the soil matrix; therefore, the water with the required water quantity is filled into the water bag when the filling bag is manufactured in advance directly through the calculation process, so that the full reaction of cement, phosphogypsum and other binders in the hardened matrix and the water quantity required by the soil matrix can be ensured, the condition of water waste in the traditional construction is avoided, the rapid greening and ecological restoration of the concave part of the slope can be realized when no water source or inconvenient water diversion exists nearby the construction site, the construction process is simple, and the cost is low.
3. The phosphogypsum is an industrial waste which is difficult to utilize, and is added into the hardening matrix, so that not only can the solid waste be recycled, but also the quick-acting phosphorus in the phosphogypsum can enter the soil matrix to provide certain nutrients for plant seeds; since the volume weight of phosphogypsum is less than that of cement, the weight of the filled bag can be reduced by adding phosphogypsum to the hardening matrix to replace part of the cement; meanwhile, the whole filling bag is further lightened by adding the ceramsite and the vermiculite into the hardening matrix, and is convenient to carry and transport.
4. When the anchor bolts are inserted into the soil matrix bag and the concave filling bag, the anchor bolts can serve as communicating pipes of the soil matrix bag and the concave filling bag, so that water in the concave filling bag is stably diffused into the soil matrix bag through the communicating holes of the anchor bolts, the water and binders such as cement, phosphogypsum and the like in the hardened matrix fully react, and plant seeds in the soil matrix germinate.
5. Still be equipped with the pellicle in the cavity, because the pellicle only allows ion and small molecule material to pass through, so the hydrone can permeate the pellicle and enter into the cavity upside, then enter into soil matrix through the intercommunicating pore, and behind hardening matrix and the water mixed reaction, the macromolecular material of its inside (like the macromolecular material that exists in cement or the inflation agent) is after the intercommunicating pore that flows into the cavity downside, be difficult to permeate the pellicle and enter into the cavity upside, effectively prevent that these macromolecular material from producing the toxic action to the plant seed in the soil matrix.
6. According to the invention, the filling bag is provided with the sharp spines, and the sharp spines can completely pierce the water bag by pressing the filling bag for the first time after the filling bag is installed, so that the hardening matrix reacts with water; the design can greatly simplify the step of water diversion and water re-pouring hardening in the traditional construction, and workers can conveniently operate on the slope without mechanical equipment.
7. The hardening matrix in the invention can extrude the interior of the concave filling bag in the process of expansion and hardening, so that water in the concave filling bag can automatically enter the soil matrix bag to provide moisture for plant seed germination; the soil matrix water replenishing process by the self-expansion force mode can greatly reduce the labor intensity of workers.
Drawings
FIG. 1 is a schematic structural diagram of a phosphogypsum-based filling bag for efficiently repairing a concave part of a slope;
FIG. 2 is a schematic sectional view A-A of FIG. 1.
Detailed Description
The invention is described in further detail below with reference to the figures and specific embodiments.
As shown in fig. 1 to 2, the phosphogypsum-based filling bag for efficiently repairing the concave part of the slope comprises a filling bag 3 laid in the concave part 2 of a slope 1, wherein the filling bag 3 comprises a soil matrix bag 3.1 positioned on the upper side and a concave filling bag 3.2 positioned on the lower side, a plurality of separation nets 3.3 for separating the concave filling bag 3.2 into a plurality of reaction areas are arranged in the concave filling bag 3.2, a water bag 3.4 and a hardening matrix 3.5 are arranged in each reaction area, sharp spines 3.6 are arranged on the surfaces of the separation nets 3.3, an anchor 4 can be inserted into and penetrate through the filling bag 3, the interior of the anchor 4 is hollow, and a communication hole 4.1 is formed in the surface of the anchor 4.
Preferably, a hollow cavity 4.2 is opened inside the anchor 4, the top of the hollow cavity 4.2 is open, and a sealing cover 4.3 matched with the hollow cavity is arranged. By arranging the cover 4.3, water in the concave filling bag 3.2 can be prevented from directly and quickly leaking out of the top of the anchor 4 when reacting with the hardened matrix and entering the soil matrix; after the above process is completed, the excess water in the filling bag 3 can finally also be drained by opening the closure 4.3.
Preferably, when the anchor 4 is inserted into the filling bag 3, the upper communication holes 4.1 on the surface of the anchor 4 correspond to the position of the soil matrix bag 3.1, and the lower communication holes 4.1 on the surface of the anchor 4 correspond to the position of the sunken filling bag 3.2. After the design, the anchor bolts 4 can be used as communicating pipes of the soil matrix bag 3.1 and the concave filling bag 3.2 when being inserted into the soil matrix bag 3.1 and the concave filling bag 3.2, so that water in the concave filling bag 3.2 is stably diffused into the soil matrix bag 3.1 through the communicating holes 4.1 of the anchor bolts 4, the water and binders such as cement, phosphogypsum and the like in hardened matrix are fully reacted, and plant seeds in the soil matrix are germinated.
Preferably, a semi-permeable membrane 5 is further arranged in the middle of the inner part of the hollow cavity 4.2. Because the semipermeable membrane 5 only allows ions and small molecular substances to pass through, water molecules can penetrate through the semipermeable membrane 5 to enter the upper side of the hollow cavity 4.2 and then enter the soil matrix through the communicating holes 4.1, and after the hardened matrix is mixed and reacts with water, macromolecular substances (such as macromolecular substances existing in cement or an expanding agent) in the hardened matrix flow into the communicating holes 4.1 on the lower side of the hollow cavity 4.2 and then cannot easily penetrate through the semipermeable membrane 5 to enter the upper side of the hollow cavity 4.2, so that the toxic action of the macromolecular substances on plant seeds in the soil matrix is effectively prevented.
Preferably, the filling bag 3 is provided with a water-tight membrane 3.7 on the outer surface and inside, the membrane 3.7 divides the filling bag 3 into an upper area and a lower area, wherein the upper area forms a soil matrix bag 3.1, and the lower area forms a concave filling bag 3.2.
Preferably, the separation net 3.3 of the central area of the concave filling bag 3.2 is enclosed to form a cylindrical area 3.8 matched with the anchor bolt 4, and only the hardening matrix 3.5 is filled in the cylindrical area 3.8. Therefore, the cylindrical area 3.8 is designed independently for the insertion of the anchor 4, the water bag in the concave filling bag 3.2 can be effectively prevented from being punctured in the inserting process of the anchor 4, and after the hardening matrix 3.5 is filled in the cylindrical area 3.8, when water enters in the subsequent process, the hardening matrix 3.5 can be combined with the anchor 4 to form an anchoring body after reaction, expansion and hardening, so that the adhesion strength of the whole filling bag 3 on the slope surface is enhanced.
Preferably, the length of the anchor 4 is 80-100 cm, and the separation net 3.3 is a flexible filter net structure. The separation net 3.3 in this embodiment can divide the concave filling bag 3.2 into a plurality of separate areas on one hand, and the hardening matrix of each separate area can react with water after the water bag 3.4 nearby the separate area is punctured, so that the hardening matrices of the whole concave filling bag 3.2 react more completely, and the whole expansion hardening effect is better; on the other hand, the filter screen 3.3 is of a flexible filter screen structure, so that large-particle impurities in the hardened matrix can be effectively prevented from collecting near the anchor 4, and the communication holes 4.1 of the anchor 4 are prevented from being blocked.
Preferably, the soil matrix in the soil matrix bag 3.1 comprises the following components in parts by weight: 98-100 parts of soil and 5-6 parts of organic matters; the substrate is divided into a base layer and a surface layer, and plant seeds are embedded in the surface layer.
Preferably, the components in the hardened matrix in the concave filling bag 3.2 are respectively as follows according to parts by weight: 3-4 parts of ceramsite, 5-6 parts of vermiculite, 4-5 parts of sand, 8-10 parts of cement, 2-4 parts of phosphogypsum and 0.5-1 part of expanding agent. In this embodiment, the expanding agent is a concrete expanding agent or a cement expanding agent.
In addition, the invention also discloses a construction method of the phosphogypsum-based filling bag for efficiently repairing the depressed part of the slope, which comprises the following steps:
the method comprises the following steps: removing broken stones and floating soil in the slope surface of the side slope 1 and the sunken part 2;
step two: placing the filling bag 3 with the corresponding specification on the sunken part 2, and filling the sunken filling bag 3.2 into the sunken part 2 by vibration to keep the slope surface basically flat;
step three: the anchor 4 is punctured into the filling bag 3 and penetrates through the soil matrix bag 3.1 and the concave filling bag 3.2, and finally the bottom of the anchor 4 is fixed at the bottom of the concave part 2;
step four: pressing the upper surface of the filling bag 3 for the first time, wherein the water bag 3.4 is punctured by the sharp prick 3.6 to cause water to flow out, then mixing the water with the surrounding hardening matrix 3.5, and the hardening matrix 3.5 reacts with the water to gradually expand and harden;
step five: the hardening matrix 3.5 can extrude the inside of the concave filling bag 3.2 in the process of expanding and hardening, and part of water in the concave filling bag 3.2 passes through the separation net 3.3 and is gathered near the position of the anchor 4, and then enters the hollow cavity 4.2 from the communication hole 4.1 at the lower part of the anchor 4 and then enters the soil matrix bag 3.1 from the communication hole 4.1 at the upper part of the hollow cavity 4.2 to provide water for plant seed germination;
step six: after the hardening matrix 3.5 has reacted completely with water, the cover 4.3 on the top of the anchor 4 is opened and the upper surface of the filling bag 3 is pressed a second time, whereupon excess water inside the recessed filling bag 3.2 is drained directly out of the filling bag 3 through the hollow cavity 4.2 of the anchor 4.
The above-described embodiments are merely preferred embodiments of the present invention, and should not be construed as limiting the present invention, and features in the embodiments and examples in the present application may be arbitrarily combined with each other without conflict. The protection scope of the present invention is defined by the claims, and includes equivalents of technical features of the claims. I.e., equivalent alterations and modifications within the scope hereof, are also intended to be within the scope of the invention.

Claims (10)

1. The utility model provides a fill bag to domatic depressed part high efficiency is restoreed ardealite base, includes the fill bag (3) of laying in depressed part (2) of side slope (1), its characterized in that: the filling bag (3) comprises a soil matrix bag (3.1) positioned on the upper side and a concave filling bag (3.2) positioned on the lower side, a plurality of separation nets (3.3) which divide the concave filling bag (3.2) into a plurality of reaction areas are arranged in the concave filling bag (3.2), a water bag (3.4) and a hardening matrix (3.5) are arranged in each reaction area, sharp spines (3.6) are arranged on the surfaces of the separation nets (3.3), the anchor bolts (4) can be inserted into and penetrate through the filling bag (3), the interior of the anchor bolts (4) is hollow, and communication holes (4.1) are formed in the surfaces of the anchor bolts.
2. The phosphogypsum-based filling bag for efficiently repairing the depressed part of the slope according to claim 1, is characterized in that: a hollow cavity (4.2) is formed in the anchor (4), the top of the hollow cavity (4.2) is open, and a sealing cover (4.3) matched with the hollow cavity is arranged.
3. The phosphogypsum-based filling bag for efficiently repairing the depressed part of the slope according to claim 1, is characterized in that: when the anchor (4) is inserted into the filling bag (3), the position of the upper communicating hole (4.1) on the surface of the anchor (4) corresponds to the position of the soil matrix bag (3.1), and the position of the lower communicating hole (4.1) on the surface of the anchor (4) corresponds to the position of the concave filling bag (3.2).
4. The phosphogypsum-based filling bag for efficiently repairing the depressed part of the slope according to claim 2, is characterized in that: and a semi-permeable membrane (5) is also arranged in the middle of the inner part of the hollow cavity (4.2).
5. The phosphogypsum-based filling bag for efficiently repairing the depressed part of the slope according to claim 1, is characterized in that: the outer surface of the filling bag (3) is closed, a watertight diaphragm (3.7) is arranged in the filling bag (3), the diaphragm (3.7) divides the filling bag (3) into an upper area and a lower area, the upper area forms a soil matrix bag (3.1), and the lower area forms a sunken filling bag (3.2).
6. The phosphogypsum-based filling bag for efficiently repairing the depressed part of the slope according to claim 1, is characterized in that: the separation net (3.3) of the middle area of the concave filling bag (3.2) is enclosed to form a cylindrical area (3.8) matched with the anchor bolt (4), and only the hardening matrix (3.5) is filled in the cylindrical area (3.8).
7. The phosphogypsum-based filling bag for efficiently repairing the depressed part of the slope according to claim 1, is characterized in that: the length of the anchor bolt (4) is 80-100 cm, and the separation net (3.3) is of a flexible filter net structure.
8. The phosphogypsum-based filling bag for efficiently repairing the depressed part of the slope according to claim 1, is characterized in that: the soil matrix in the soil matrix bag (3.1) comprises the following components in parts by weight: 98-100 parts of soil and 5-6 parts of organic matters; the substrate is divided into a base layer and a surface layer, and plant seeds are embedded in the surface layer.
9. The phosphogypsum-based filling bag for efficiently repairing the depressed part of the slope according to claim 1, is characterized in that: the hardening matrix in the concave filling bag (3.2) comprises the following components in parts by weight: 3-4 parts of ceramsite, 5-6 parts of vermiculite, 4-5 parts of sand, 8-10 parts of cement, 2-4 parts of phosphogypsum and 0.5-1 part of expanding agent.
10. The construction method of the phosphogypsum-based filling bag for efficiently repairing the depressed part of the slope as claimed in claims 1 to 8 is characterized in that: it comprises the following steps:
the method comprises the following steps: removing broken stones and floating soil in the slope surface of the side slope (1) and the sunken part (2);
step two: placing the filling bag (3) with the corresponding specification on the concave part (2), filling the concave filling bag (3.2) into the concave part (2) through vibration, and keeping the slope surface basically flat;
step three: the filling bag (3) is pierced by the anchor (4) and penetrates through the soil matrix bag (3.1) and the concave filling bag (3.2), and finally the bottom of the anchor (4) is fixed at the bottom of the concave part (2);
step four: pressing the upper surface of the filling bag (3) for the first time, wherein the water bag (3.4) is punctured by the sharp prick (3.6) to cause water to flow out, then mixing the water with the surrounding hardening matrix (3.5), and the hardening matrix (3.5) reacts with the water to gradually expand and harden;
step five: the hardening matrix (3.5) can extrude the inside of the concave filling bag (3.2) in the process of expanding and hardening, and at the moment, part of water in the concave filling bag (3.2) passes through the separation net (3.3) and is gathered to the position close to the position of the anchor (4), then enters the hollow cavity (4.2) from the communication hole (4.1) at the lower part of the anchor (4), and then exits from the communication hole (4.1) at the upper part of the hollow cavity (4.2) to enter the soil matrix bag (3.1) to provide moisture for plant seed germination;
step six: after the hardening matrix (3.5) completely reacts with water, a sealing cover (4.3) at the top of the anchor (4) is opened, the upper surface of the filling bag (3) is pressed for the second time, and at the moment, redundant water in the concave filling bag (3.2) is directly discharged to the outside of the filling bag (3) through the hollow cavity (4.2) of the anchor (4).
CN202110983951.5A 2021-08-25 2021-08-25 Phosphogypsum-based filling bag for efficiently repairing concave part of slope and construction method thereof Active CN113774930B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202110983951.5A CN113774930B (en) 2021-08-25 2021-08-25 Phosphogypsum-based filling bag for efficiently repairing concave part of slope and construction method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202110983951.5A CN113774930B (en) 2021-08-25 2021-08-25 Phosphogypsum-based filling bag for efficiently repairing concave part of slope and construction method thereof

Publications (2)

Publication Number Publication Date
CN113774930A true CN113774930A (en) 2021-12-10
CN113774930B CN113774930B (en) 2022-08-05

Family

ID=78839083

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202110983951.5A Active CN113774930B (en) 2021-08-25 2021-08-25 Phosphogypsum-based filling bag for efficiently repairing concave part of slope and construction method thereof

Country Status (1)

Country Link
CN (1) CN113774930B (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115305929A (en) * 2022-01-21 2022-11-08 长沙理工大学 Slope management and greening auxiliary mechanism for urban external traffic development
CN117136748A (en) * 2023-07-27 2023-12-01 三峡大学 Multi-pipe self-expansion filling plant-growing device and construction method

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06228967A (en) * 1993-01-29 1994-08-16 Takenaka Komuten Co Ltd Manufacture of greening bedrock concrete
CN109566248A (en) * 2019-01-18 2019-04-05 三峡大学 A kind of rock matter adverse slope vegetation establishment method
CN211621621U (en) * 2019-12-13 2020-10-02 深圳市好园丁网络科技有限公司 Plant biological bag protection device for high and steep rocky slope
CN112709235A (en) * 2020-12-18 2021-04-27 北京泓溪园林绿化工程有限公司 Ecological bag for ecological slope protection and construction method thereof
CN113250213A (en) * 2021-05-21 2021-08-13 三峡大学 Slope protection structure with irrigation function for soil-rock mixed side slope and construction method

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06228967A (en) * 1993-01-29 1994-08-16 Takenaka Komuten Co Ltd Manufacture of greening bedrock concrete
CN109566248A (en) * 2019-01-18 2019-04-05 三峡大学 A kind of rock matter adverse slope vegetation establishment method
CN211621621U (en) * 2019-12-13 2020-10-02 深圳市好园丁网络科技有限公司 Plant biological bag protection device for high and steep rocky slope
CN112709235A (en) * 2020-12-18 2021-04-27 北京泓溪园林绿化工程有限公司 Ecological bag for ecological slope protection and construction method thereof
CN113250213A (en) * 2021-05-21 2021-08-13 三峡大学 Slope protection structure with irrigation function for soil-rock mixed side slope and construction method

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115305929A (en) * 2022-01-21 2022-11-08 长沙理工大学 Slope management and greening auxiliary mechanism for urban external traffic development
CN115305929B (en) * 2022-01-21 2024-05-24 长沙理工大学 Slope treatment and greening auxiliary mechanism for urban external traffic development
CN117136748A (en) * 2023-07-27 2023-12-01 三峡大学 Multi-pipe self-expansion filling plant-growing device and construction method
CN117136748B (en) * 2023-07-27 2024-03-29 三峡大学 Multi-pipe self-expansion filling plant-growing device and construction method

Also Published As

Publication number Publication date
CN113774930B (en) 2022-08-05

Similar Documents

Publication Publication Date Title
CN113774930B (en) Phosphogypsum-based filling bag for efficiently repairing concave part of slope and construction method thereof
CN110158389A (en) A kind of light soil road structure and its construction method
CN112709235B (en) Ecological bag for ecological slope protection and construction method thereof
CN106358694A (en) Method for quickly greening stony deserted mountain
CN103074900A (en) Ecological restoration method for rocky slope
CN111315932A (en) Modular soil body pressure-applying forming device and soft soil foundation treatment method
KR100925415B1 (en) Native rock Block of reinforcing slope and method for carrying out reinforcing slope seed spray soil using the same
CN113863333B (en) Phosphogypsum-based plant growing blanket for rapid greening of multi-pit slope and construction method thereof
CN107852880A (en) A kind of coastal saline-alkali area Yield rainfall relation is every drenching layer and hidden pipe salt discharge alkali system
CN109142685A (en) Subgrade slope engineering model test box
CN110080281B (en) Waste tire reinforcement-anchoring combined type ecological retaining wall and construction method
CN108174714A (en) Ecology bag, ecological revetment construction and its application in highway slope protection engineering
CN209949962U (en) Test barrel convenient to get soil and get root
CN207891894U (en) Recoverable flexible compound supporting construction for coral reef foundation pit
CN209117682U (en) Subgrade slope engineering model test box
CN205275582U (en) Two membrane isolation methane -generating pits
CN112400395A (en) Cutting slope hole-making planting and sowing method
CN215641239U (en) Karst region soil and water surface underground loss and leakage process experimental device
CN217480370U (en) Drainage ditch with infiltration, retaining function
CN217232043U (en) Coal dust pollution place initial stage rainwater collection distribution well
CN219825315U (en) Artificial mountain soil fixing device
CN213662667U (en) Be used for prosthetic afforestation structure of side slope
CN2825744Y (en) Hydraulic inserting sheet pile
WO2005106133A1 (en) Use of drill cuttings as a fluidtight membrane and method for establishing such membrane
CN118563795A (en) Building silt and residue soil stacking method and device

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
GR01 Patent grant
GR01 Patent grant
EE01 Entry into force of recordation of patent licensing contract
EE01 Entry into force of recordation of patent licensing contract

Application publication date: 20211210

Assignee: Hubei Guobo Construction Co.,Ltd.

Assignor: CHINA THREE GORGES University

Contract record no.: X2023980054570

Denomination of invention: A phosphogypsum based filling bag and its construction method for efficient repair of concave slope areas

Granted publication date: 20220805

License type: Common License

Record date: 20240103