CN113463570B - Anchoring structure of ecological environment-friendly river course revetment and construction method thereof - Google Patents
Anchoring structure of ecological environment-friendly river course revetment and construction method thereof Download PDFInfo
- Publication number
- CN113463570B CN113463570B CN202110899415.7A CN202110899415A CN113463570B CN 113463570 B CN113463570 B CN 113463570B CN 202110899415 A CN202110899415 A CN 202110899415A CN 113463570 B CN113463570 B CN 113463570B
- Authority
- CN
- China
- Prior art keywords
- rod
- cylinder
- geonet
- planting
- locking
- 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.)
- Active
Links
Images
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
-
- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01G—HORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
- A01G9/00—Cultivation in receptacles, forcing-frames or greenhouses; Edging for beds, lawn or the like
- A01G9/02—Receptacles, e.g. flower-pots or boxes; Glasses for cultivating flowers
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/74—Means for anchoring structural elements or bulkheads
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Civil Engineering (AREA)
- Paleontology (AREA)
- Mining & Mineral Resources (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Environmental Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Revetment (AREA)
Abstract
The invention discloses an anchoring structure of ecological environment-friendly river channel protection slope and a construction method thereof, wherein the anchoring structure comprises a geonet and an anchor rod, and the anchor rod is arranged in the geonet in a penetrating manner and is used for being inserted into a soil layer; further comprising: the planting cylinders are arranged through the meshes of the geotechnical net and used for being inserted into the soil layer, and water outlets are formed in the cylinder walls of the planting cylinders; the planting cylinder is positioned on the geonet through the locking assembly; the construction method comprises the following steps: paving the geonets on the slope surface of the river channel at intervals along the length direction of the river channel, and stacking adjacent geonets at the sides close to each other; an anchor rod is arranged at the stacking position of the adjacent earthwork nets in a penetrating way and is inserted into the soil layer; rotating the drive screw; inserting a planting cylinder at each mesh position of the geonet; and knocking the part of the positioning frame extending out of the planting cylinder into the planting cylinder. This application has the effect of improving the anchoring stability to the geonet.
Description
Technical Field
The invention relates to the field of river channel revetments, in particular to an anchoring structure of an ecological environment-friendly river channel revetments and a construction method thereof.
Background
At present, in the process of treating the side slope of the river channel, effective maintenance of water and soil is an important measure for protecting the river channel environment; when in treatment, a geonet is laid on the surface of the side slope and is fixed through the matching of the anchor rods and the anchor backing plates.
Present, river course slope protection structure includes geotechnological net, stock and anchor backing plate, and the geotechnological net is laid at the side slope, and the afterbody of stock is worn to locate geotechnological net plug-in type and is installed in the side slope, and the head of stock is located to the anchor backing plate cover to anchor backing plate butt in geotechnological net, thereby the completion is to the fixed of geotechnological net.
In view of the above-mentioned related art, the inventor believes that there is a defect that only the positioning structure of the anchor rod is easily loosened when the river slope protection structure is used in an environment with a large amount of rainfall.
Disclosure of Invention
In order to improve anchoring stability of the geotechnical net, the application provides an anchoring structure of an ecological environment-friendly river channel revetment and a construction method thereof.
First aspect, the application provides an anchoring structure of ecological environment-friendly river course bank protection adopts following technical scheme:
an anchoring structure of an ecological environment-friendly river course revetment comprises a geonet and an anchor rod, wherein the anchor rod penetrates through the geonet and is used for being inserted into a soil layer; further comprising: the planting cylinders are arranged through the meshes of the geotechnical net and used for being inserted into the soil layer, and water outlets are formed in the cylinder walls of the planting cylinders; the planting cylinder is positioned on the geonet through the locking assembly.
By adopting the technical scheme, after the anchor rods penetrate through the geonet and are inserted into the soil layer, plants are planted in each planting cylinder, then the planting cylinders are inserted into meshes of the geonet, and the planting cylinders are stably positioned on the geonet through the locking assemblies; thereby, the contact area between the geonet and the soil layer is improved, and further the anchoring stability of the geonet is improved.
Preferably, the anchor rod comprises an outer barrel and an inner rod, the inner rod is slidably mounted in the outer barrel, a first sliding groove is formed in the bottom of the outer barrel, a first reinforcing rod is slidably mounted in the first sliding groove, one end of the first reinforcing rod extends into the outer barrel and abuts against the inner rod, and the other end of the first reinforcing rod extends out of the outer barrel; the outer barrel is provided with a driving component for driving the inner rod to slide.
Through adopting above-mentioned technical scheme, after inserting the stock in the soil horizon, slide in the urceolus through pole in the drive assembly drive to promote first anchor strut and slide in first groove that slides, make first anchor strut insert in the soil horizon, can improve the area of contact of stock and soil, and then improve the anchoring stability to geotechnological net.
Preferably, a second sliding groove is formed in the side wall of the outer barrel, a second reinforcing rod is installed in the position, located in the second sliding groove, of the outer barrel in a sliding manner, and the second reinforcing rod extends out of the outer barrel from the inside of the outer barrel towards the inclined downward direction; the inner rod is in a cone frustum shape, one end of the inner rod with the smallest cross section abuts against the first reinforcing rod, and one end of the second reinforcing rod extending into the outer barrel abuts against the side wall of the inner rod.
Through adopting above-mentioned technical scheme, when the pole slided in the drive assembly drive, can be simultaneously through the guide effect of the lateral wall of interior pole for the second anchor strut slides in the second groove of sliding, until making in the second anchor strut inserts soil, can further improve the area of contact of stock and soil, and then improve the anchoring stability to geotechnological net.
Preferably, the driving assembly includes: the drive screw who is on a parallel with urceolus length direction, the drive screw thread is installed in the top of urceolus, drive screw's one end extends into in the urceolus and the rotary type is installed in interior pole top, the other end extends out outside the urceolus.
Through adopting above-mentioned technical scheme, rotate the one end that the drive screw extended the urceolus, slide in the urceolus through interior pole of drive screw drive, this structural drive is stable, and makes interior pole slip accuracy height.
Preferably, the first sliding groove is close to the outer one end notch of the outer cylinder and the second sliding groove is close to the outer one end notch of the outer cylinder, rubber films are arranged on the first sliding groove and the second sliding groove, and the first reinforcing rod and the second reinforcing rod are abutted to the corresponding rubber films.
By adopting the technical scheme, the rubber membrane is arranged, so that when the anchor rod is not inserted into soil, the first reinforcing rod can be limited to be stabilized in the first sliding groove, the second reinforcing rod can be limited to be stabilized in the second sliding groove, and when the first reinforcing rod is driven to slide out of the first sliding groove and the second reinforcing rod is driven to slide out of the second sliding groove, the rubber membrane can be punctured to extend out of the outer cylinder; the practicability is improved.
Preferably, the planting cylinder is internally provided with a positioning frame in a sliding manner, the bottommost part of the positioning frame is provided with insertion blocks, the insertion blocks are circumferentially provided with installation cavities at intervals, inclined insertion rods are arranged at positions of the insertion blocks in the accommodating grooves, one end of each inclined insertion rod is hinged to the bottommost part of the cavity opening of each installation cavity, and the other end of each inclined insertion rod abuts against the inner wall of the planting cylinder; an elastic piece is arranged in the installation cavity, and two ends of the elastic piece are respectively installed on the inclined insertion rod and the inner wall of the installation cavity.
By adopting the technical scheme, after the planting cylinder is inserted into soil, the positioning frame is pressed towards the interior of the planting cylinder, so that the inclined insertion rod is rotated away from the installation cavity and inserted into the soil under the elastic action of the elastic piece after leaving the planting cylinder; even if the soil is not inserted, the soil can be inserted into the soil suddenly when the soil is loosened due to large rainfall, so that the ground grabbing force is improved.
Preferably, the locking assembly comprises: the device comprises a sliding barrel, a locking rod and a driving block, wherein the sliding barrel is arranged at a position where the geonet is located between adjacent planting barrels, and the locking rod is arranged in the sliding barrel in a sliding manner; one end of the positioning frame, which is far away from the insertion block, extends out of the planting cylinder, one side of the planting cylinder is provided with a locking hole for inserting the locking rod, and the driving block is arranged on the outer side of the positioning frame; one side of the driving block, which is close to the geonet, is provided with a guide surface, and the driving block is abutted to one end, which is far away from the locking hole, of the locking rod.
Through adopting above-mentioned technical scheme, when impressing the locating rack in planting a section of thick bamboo, the spigot surface butt locking lever of driving block continues to impress, can make the locking lever slide in a section of thick bamboo that slides, until making the tip of locking lever insert the locking hole in, and the driving block then with the tip butt of locking lever to can accomplish and make a planting section of thick bamboo stabilize at the geotechnological net.
Preferably, the locking rod is provided with a positioning hook, and the sliding cylinder and the geonet are provided with positioning holes for the positioning hook to pass through.
Through adopting above-mentioned technical scheme, when the locking lever slided in a section of thick bamboo that slides, the location hook slided together, when the locking lever inserted the locking hole, the location hook removed to the pore wall of butt locating hole to can improve the stability of being connected of a section of thick bamboo that slides and geotechnological net.
Preferably, one side of the sliding cylinder, which is close to the geonet, is provided with a locking screw, the locking screw penetrates through the geonet, and a locking nut is installed on the locking screw in a threaded manner.
Through adopting above-mentioned technical scheme, locking screw and lock nut mutually support and can make a section of thick bamboo of sliding dismantlement formula install on the geotechnique's net.
In a second aspect, the present application provides a construction method of an anchoring structure, which adopts the following technical scheme:
a construction method of an anchoring structure is based on any one of the anchoring structures of the ecological environment-friendly river channel revetment, and comprises the following steps:
the method comprises the following steps: paving the geonets on the slope surface of the river channel at intervals along the length direction of the river channel, and stacking adjacent geonets at the sides close to each other;
step two: an anchor rod is arranged at the stacking position of the adjacent earthwork nets in a penetrating way and is inserted into the soil layer;
step three: rotating the drive screw;
step four: inserting a planting cylinder at each mesh position of the geonet;
step five: and knocking the part of the positioning frame extending out of the planting cylinder into the planting cylinder.
By adopting the technical scheme, when the anchor rod is arranged in the geonet in a penetrating manner and is inserted into the soil layer, the driving screw rod is rotated, so that the first reinforcing rod and the second reinforcing rod are inserted into the soil; then, the planting cylinder penetrates through the meshes of the geonet and is inserted into the soil layer, and meanwhile, the driving block drives the locking rod to be inserted into the locking hole in a sliding mode; thereby improving the anchoring stability of the geonet.
In summary, the present application includes at least one of the following beneficial technical effects:
1. after the anchor rods penetrate through the geonet and are inserted into the soil layer, plants are planted in each planting cylinder, then the planting cylinders are inserted into meshes of the geonet, and the planting cylinders are stably positioned on the geonet through the locking assemblies; thereby improving the contact area between the geonet and the soil layer and further improving the anchoring stability of the geonet;
2. after the anchor rod is inserted into the soil layer, the driving assembly drives the inner rod to slide in the outer barrel, so that the first reinforcing rod is pushed to slide in the first sliding groove, the first reinforcing rod is inserted into the soil layer, the contact area of the anchor rod and the soil can be increased, and the anchoring stability of the geonet is further improved;
3. after the planting cylinder is inserted into soil, the positioning frame is pressed towards the interior of the planting cylinder, so that the inclined insertion rod leaves the planting cylinder and is rotated away from the mounting cavity through the elastic action of the elastic piece to be inserted into the soil; even if the soil is not inserted, the soil can be inserted into the soil suddenly when the soil is loosened due to large rainfall, so that the ground grabbing force is improved.
Drawings
Fig. 1 is a schematic view of the overall structure of the invention of the present application.
Fig. 2 is a cross-sectional view of the anchor structure of the present invention.
Fig. 3 is a schematic view of the overall structure of the planting cylinder of the invention.
Fig. 4 is a sectional view showing the inner structure of the planting pot according to the present invention.
Fig. 5 is a partially enlarged view of a in fig. 4.
Description of reference numerals:
1. a geonet; 11. a sliding barrel; 111. positioning holes; 112. locking the screw rod; 113. a locking nut; 12. a locking lever; 121. a positioning hook; 2. an anchor rod; 21. an outer cylinder; 211. a first sliding groove; 212. a first reinforcing bar; 213. a second sliding groove; 214. a second reinforcing bar; 215. a rubber film; 22. an inner rod; 23. an anchor backing plate; 24. a drive screw; 3. planting cylinders; 31. a water outlet; 32. a positioning frame; 321. a drive block; 3211. a guide surface; 33. an insertion block; 331. a mounting cavity; 332. a slanting insertion rod; 333. an elastic member; 34. a locking hole.
Detailed Description
The present application is described in further detail below with reference to figures 1-5.
The embodiment of the application discloses anchoring structure of ecological environment-friendly river course bank protection. Referring to fig. 1, the anchoring structure comprises a plurality of geonets 1, a plurality of anchor rods 2 and a plurality of planting cylinders 3, wherein the geonets 1 are laid on the side slopes of the river, the plurality of geonets 1 are arranged at intervals along the extending direction of the river, and the adjacent portions of the geonets 1, which are close to each other, are stacked; a row of anchor rods 2 are arranged at the mutual stacking positions of the adjacent geonets 1, and the same row of anchor rods 2 are arranged at equal intervals along the length direction of the stacking positions; and a planting cylinder 3 is arranged at the mesh position of each geotechnical net 1.
Refer to the body 2, stock 2 includes urceolus 21 and interior pole 22, the one end of urceolus 21 is for being used for inserting the intraformational most advanced of soil, another pot head is equipped with anchor backing plate 23, the most advanced of urceolus 21 is the bottom, the one end that urceolus 21 set up anchor backing plate 23 is the top, the bottom of urceolus 21 is worn to locate adjacent geotechnological net 1 and is piled up the department and peg graft in the soil horizon, anchor backing plate 23 butt in adjacent geotechnological net 1's the department of piling up, fastening nut is installed to the top screw thread of urceolus 21, fastening nut butt is in one side that geotechnological net 1 was kept away from in anchor backing plate 23, thereby make geotechnological net 1 compaction at the soil horizon.
The inner rod 22 extends towards the length direction of the outer cylinder 21, the inner rod 22 is installed in the outer cylinder 21 in a sliding manner, first sliding grooves 211 are symmetrically formed in two sides of the tip end of the bottom of the outer cylinder 21, two ends of each first sliding groove 211 are respectively communicated with the outer wall and the inner cavity of the outer cylinder 21, and the two first sliding grooves 211 extend towards the direction far away from each other from the inner cavity of the outer cylinder 21; the outer barrel 21 is provided with first reinforcing rods 212 at positions of the first sliding grooves 211, the first reinforcing rods 212 are slidably mounted in the first sliding grooves 211, one end, close to the outer wall of the outer barrel 21, of each first reinforcing rod 212 is conical, the other end of each first reinforcing rod 212 extends into the inner cavity of the outer barrel 21 and abuts against the end surface of the bottom end of the inner rod 22, and the end surface, abutting against the first reinforcing rods 212, of the inner rod 22 is arc-shaped; outer barrel 21 is equipped with and is used for the gliding drive assembly of pole 22 in the drive, drive assembly includes drive screw 24, drive screw 24 extends towards the length direction of pole 22, drive screw 24 threaded connection is at the top of outer barrel 21, interior pole 22 is installed in drive screw 24's one end rotary type, the other end extends outside outer barrel 21, thereby can make interior pole 22 slide when rotating the outer one end of drive screw 24 extension department outer barrel 21, and then the first reinforcement pole 212 roll-off outer barrel 21 of drive is inserted the soil in situ and is accomplished the reinforcement outward.
Referring to fig. 2, a plurality of second sliding grooves 213 are uniformly formed in the side wall of the outer barrel 21, two ends of each second sliding groove 213 are respectively communicated with the outer wall and the inner cavity of the outer barrel 21, each second sliding groove 213 extends obliquely and downwardly from the inner cavity of the outer barrel 21 toward the outer side of the outer barrel 21, a second reinforcing rod 214 is arranged at the position of the outer barrel 21 in the second sliding groove 213, the second reinforcing rods 214 are slidably installed in the second sliding grooves 213, one end of each second reinforcing rod 214, which is close to the outer side wall of the outer barrel 21, is conical, and the other end of each second reinforcing rod extends into the inner cavity of the outer barrel 21 and abuts against the outer side wall of the inner rod 22; the inner rod 22 is in a truncated cone shape, and the cross-sectional area of the inner rod 22 gradually increases from the bottom of the outer cylinder 21 to the top; therefore, when the inner rod 22 slides, the second reinforcing rod 214 can be driven to slide towards the outside of the outer cylinder 21 until the inner rod is inserted into the soil layer to complete the reinforcement.
Referring to fig. 3 and 4, planting cylinder 3 is arranged through the mesh of geonet 1 and inserted into the soil layer, and water outlets 31 are uniformly arranged on the cylinder wall of planting cylinder 3, so that plants can be planted in planting cylinder 3, and the roots of the plants can also extend out of water outlets 31, so that planting cylinder 3 is more stable in the soil layer.
The positioning frame 32 is installed in the planting cylinder 3 in a sliding mode, one end of the positioning frame 32 extends out of the top of the planting cylinder 3, the other end of the positioning frame is fixedly provided with an insertion block 33, the insertion block 33 is conical, installation cavities 331 are formed in the outer side wall of the insertion block 33 at equal intervals along the circumferential direction, an inclined insertion rod 332 is arranged at the cavity opening of each installation cavity 331, one end of each inclined insertion rod 332 is hinged to the bottommost position of the cavity opening of the installation cavity 331, and the other end of each inclined insertion rod 332 abuts against the inner wall of the planting cylinder 3; an elastic piece 333 is arranged at the position of the insertion block 33 in the installation cavity 331, the elastic piece 333 is a spring, and two ends of the elastic piece 333 are respectively and fixedly installed at one end of the inclined insertion rod 332 away from the hinge joint and the inner wall of the installation cavity 331; therefore, when the positioning frame 32 is slid to enable one end of the oblique insertion rod 332 far away from the hinged part to leave the planting cylinder 3, the oblique insertion rod 332 can be rotated out of the mounting cavity 331 and inserted into the soil layer.
A locking assembly for locking the planting cylinders 3 on the geonet 1 is arranged at a position, between adjacent meshes in the same row, of the net surface of the geonet 1, the locking assembly comprises sliding cylinders 11, locking rods 12 and driving blocks 321, the sliding cylinders 11 are fixedly arranged between the adjacent meshes, and the sliding cylinders 11 extend towards the arrangement direction of the adjacent meshes; the locking rod 12 is installed in the sliding barrel 11 in a sliding manner, and two ends of the locking rod 12 extend out of the sliding barrel 11; a locking hole 34 is formed in one side of each sliding barrel 11, and a driving block 321 is fixedly mounted on one side of the positioning frame 32 and is located on one side, far away from the locking hole 34, of each sliding barrel 11; a guide surface 3211 is arranged on one side of the driving block 321 close to the geonet 1, and the guide surface 3211 inclines downwards from one end far away from the positioning frame 32 to the direction close to the geonet 1; one end of the locking rod 12 is inserted into the locking hole 34, and the other end abuts against the driving block 321 and is far away from the positioning frame 32; therefore, when the positioning frame 32 extends out of one end of the top of the planting cylinder 3 and is knocked into the planting cylinder 3, the locking rod 12 is driven to slide under the action of the guide surface 3211 until the locking rod 12 is inserted into the locking hole 34, and the planting cylinder 3 can be locked on the geonet 1.
Referring to fig. 3 and 4, a positioning hook 121 is fixedly mounted on one side of the locking rod 12 close to the geonet 1, positioning holes 111 are formed in positions of the sliding cylinder 11 and the geonet 1 corresponding to the positioning hooks 121, the positioning hooks 121 penetrate through the positioning holes 111, the positioning holes 111 extend along the length direction of the locking rod 12, and the sliding distance of the positioning hooks 121 in the positioning holes 111 is equal to the distance of the locking rod 12 inserted into the locking holes 34, so that the mounting stability can be improved.
Referring to fig. 3 and 4, locking screws 112 are fixedly installed at intervals along the length direction on one side of each sliding barrel 11 close to the geonet 1, the locking screws 112 extend in the length direction perpendicular to the sliding barrels 11, the locking screws 112 penetrate through the geonet 1, locking nuts 113 are installed on the locking screws 112 in a threaded manner, and the locking nuts 113 abut against one side of the geonet 1 far away from the sliding barrels 11, so that the detachable connection of the sliding barrels 11 and the geonet 1 can be completed.
The implementation principle of the anchoring structure of ecological environment-friendly river course bank protection of the embodiment of this application is: firstly, laying the geonet 1 on the surface of a side slope, then penetrating the outer cylinder 21 into the geonet 1 and inserting the geonet 1 into a soil layer, and then rotating the driving screw 24 to enable the inner rod 22 to slide in the outer cylinder 21, so that the first reinforcing rod 212 and the second reinforcing rod 214 penetrate through the rubber film 215 and are inserted into the soil layer; then, the planting cylinder 3 penetrates through the meshes of the geonet 1 and is inserted into the soil layer, and then one end of the positioning frame 32 extending out of the planting cylinder 3 is knocked, so that the oblique insertion rod 332 is inserted into the soil layer while the insertion block 33 is inserted into the soil layer; and the locking rod 12 slides in the sliding barrel 11 by the guiding action of the guiding surface 3211, so that the locking rod 12 is inserted into the locking hole 34; finally, plants are planted in the planting cylinder 3, and the plants can extend out of the planting cylinder 3 through the water outlet 31.
The embodiment of the application also discloses a construction method of the anchoring structure. The construction method comprises the following steps:
s1: the method comprises the following steps that the geotechnical nets 1 are laid on the surface of a river course slope at intervals along the length direction of a river course, and adjacent geotechnical nets 1 are stacked on the side close to each other;
s2: the anchor rods 2 penetrate through the stacking positions of the adjacent geonets 1 and are inserted into the soil layer, and the anchor rods 2 are arranged at intervals towards the length direction of the stacking positions of the geonets 1;
s3: rotating the driving screw 24, and simultaneously inserting the first reinforcing rods 212 and the second reinforcing rods 214 into the soil layer;
s4: inserting a planting cylinder 3 at each mesh position of the geonet 1;
s5: the part of the positioning frame 32 extending out of the planting cylinder 3 is knocked into the planting cylinder 3;
s6: plants are planted in each planting pot 3.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (8)
1. An anchoring structure of an ecological environment-friendly river course revetment is characterized by comprising a geonet (1) and an anchor rod (2), wherein the anchor rod (2) penetrates through the geonet (1) and is used for being inserted into a soil layer; further comprising: the planting cylinders (3) are provided with openings at the upper parts, the planting cylinders (3) penetrate through meshes of the geotechnical net (1) and are used for being inserted into a soil layer, and water outlets (31) are formed in the cylinder walls of the planting cylinders (3); the planting cylinder (3) is positioned on the geonet (1) through a locking assembly;
a positioning frame (32) is installed in the planting cylinder (3) in a sliding mode, an inserting block (33) is arranged at the bottommost part of the positioning frame (32), installation cavities (331) are formed in the inserting block (33) at intervals along the circumferential direction, an inclined inserting rod (332) is arranged at the position, located in the accommodating groove, of the inserting block (33), one end of the inclined inserting rod (332) is hinged to the bottommost part of the cavity opening of the installation cavity (331), and the other end of the inclined inserting rod abuts against the inner wall of the planting cylinder (3); an elastic piece (333) is arranged in the installation cavity (331), and two ends of the elastic piece (333) are respectively installed on the inclined insertion rod (332) and the inner wall of the installation cavity (331);
the locking assembly includes: the device comprises a sliding barrel (11), a locking rod (12) and a driving block (321), wherein the sliding barrel (11) is arranged at a position between adjacent planting barrels (3) of the geonet (1), and the locking rod (12) is arranged in the sliding barrel (11) in a sliding manner; one end of the positioning frame (32) far away from the insertion block (33) extends out of the planting cylinder (3), one side of the planting cylinder (3) is provided with a locking hole (34) for inserting the locking rod (12), and the driving block (321) is installed on the outer side of the positioning frame (32); one side of the driving block (321) close to the geonet (1) is provided with a guide surface (3211), and the driving block (321) is abutted to one end, far away from the locking hole (34), of the locking rod (12).
2. The anchoring structure of the ecological and environment-friendly river channel revetment according to claim 1, wherein the anchor rod (2) comprises an outer cylinder (21) and an inner rod (22), the inner rod (22) is slidably mounted in the outer cylinder (21), a first sliding groove (211) is formed in the bottom of the outer cylinder (21), a first reinforcing rod (212) is slidably mounted in the first sliding groove (211), one end of the first reinforcing rod (212) extends into the outer cylinder (21) and abuts against the inner rod (22), and the other end of the first reinforcing rod extends out of the outer cylinder (21); the outer cylinder (21) is provided with a driving component for driving the inner rod (22) to slide.
3. The anchoring structure of the ecological and environment-friendly river channel revetment according to claim 2, wherein a second sliding groove (213) is formed in a side wall of the outer cylinder (21), a second reinforcing rod (214) is slidably installed at a position of the outer cylinder (21) in the second sliding groove (213), and the second reinforcing rod (214) extends out of the outer cylinder (21) from the inner cylinder (21) in an inclined manner downwards; the inner rod (22) is in a cone frustum shape, one end of the inner rod (22) with the smallest cross section abuts against the first reinforcing rod (212), and one end of the second reinforcing rod (214) extending into the outer cylinder (21) abuts against the side wall of the inner rod (22).
4. The anchoring structure for ecological and environment-friendly river course revetment according to claim 2, wherein the driving assembly comprises: be on a parallel with actuating screw (24) of urceolus (21) length direction, actuating screw (24) screw thread installation is in the top of urceolus (21), actuating screw (24) one end extend into urceolus (21) in and the rotary type install in interior pole (22) top, the other end extend outside urceolus (21).
5. The anchoring structure of the ecological and environment-friendly river channel revetment according to claim 3, wherein the first sliding groove (211) and the second sliding groove (213) are provided with rubber films (215) at the groove openings at the ends thereof adjacent to the outside of the outer cylinder (21) and the groove openings at the ends thereof adjacent to the outside of the outer cylinder (21), and the first reinforcing rods (212) and the second reinforcing rods (214) abut against the corresponding rubber films (215).
6. The anchoring structure of the ecological and environment-friendly river channel revetment according to claim 1, wherein the locking rod (12) is provided with a positioning hook (121), and the sliding cylinder (11) and the geonet (1) are provided with a positioning hole (111) for the positioning hook (121) to pass through.
7. The anchoring structure of the ecological and environment-friendly river channel revetment according to claim 6, wherein a locking screw (112) is disposed on one side of the sliding cylinder (11) close to the geonet (1), the locking screw (112) is inserted into the geonet (1), and a locking nut (113) is threadedly mounted on the locking screw (112).
8. A construction method of an anchoring structure, which is based on the anchoring structure of the ecological and environment-friendly river channel revetment according to any one of claims 1 to 7, the construction method comprising:
the method comprises the following steps: the earthwork nets (1) are laid on the surface of a river slope at intervals along the length direction of a river, and one sides, close to each other, of the adjacent earthwork nets (1) are stacked;
step two: an anchor rod (2) is arranged at the stacking position of the adjacent geonets (1) in a penetrating manner and is inserted into the soil layer;
step three: rotating the drive screw (24);
step four: inserting a planting cylinder (3) at each mesh position of the geonet (1);
step five: the part of the positioning frame (32) extending out of the planting cylinder (3) is knocked into the planting cylinder (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110899415.7A CN113463570B (en) | 2021-08-06 | 2021-08-06 | Anchoring structure of ecological environment-friendly river course revetment and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110899415.7A CN113463570B (en) | 2021-08-06 | 2021-08-06 | Anchoring structure of ecological environment-friendly river course revetment and construction method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN113463570A CN113463570A (en) | 2021-10-01 |
| CN113463570B true CN113463570B (en) | 2022-05-13 |
Family
ID=77866245
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202110899415.7A Active CN113463570B (en) | 2021-08-06 | 2021-08-06 | Anchoring structure of ecological environment-friendly river course revetment and construction method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN113463570B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114059502B (en) * | 2021-11-06 | 2022-09-13 | 韶关市第一建筑工程有限公司 | Ecological bank protection of hydraulic engineering |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5476746A (en) * | 1977-11-30 | 1979-06-19 | Shimadzu Corp | Inner and outer cylinders sliding guide device |
| JP2011131322A (en) * | 2009-12-24 | 2011-07-07 | Alps Tool Co Ltd | Spanner |
| KR20180001124A (en) * | 2016-06-27 | 2018-01-04 | 이애경 | Stone net and constrution method thereof |
| CN207150012U (en) * | 2017-09-14 | 2018-03-27 | 温州市中意锁具电器有限公司 | The propulsion of switch cubicle, display structure |
| CN212026242U (en) * | 2020-04-11 | 2020-11-27 | 广东建兴基础工程有限公司 | Vertical prestressed anchorage pole supporting construction |
-
2021
- 2021-08-06 CN CN202110899415.7A patent/CN113463570B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5476746A (en) * | 1977-11-30 | 1979-06-19 | Shimadzu Corp | Inner and outer cylinders sliding guide device |
| JP2011131322A (en) * | 2009-12-24 | 2011-07-07 | Alps Tool Co Ltd | Spanner |
| KR20180001124A (en) * | 2016-06-27 | 2018-01-04 | 이애경 | Stone net and constrution method thereof |
| CN207150012U (en) * | 2017-09-14 | 2018-03-27 | 温州市中意锁具电器有限公司 | The propulsion of switch cubicle, display structure |
| CN212026242U (en) * | 2020-04-11 | 2020-11-27 | 广东建兴基础工程有限公司 | Vertical prestressed anchorage pole supporting construction |
Also Published As
| Publication number | Publication date |
|---|---|
| CN113463570A (en) | 2021-10-01 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN112575738B (en) | River course revetment laying construction method for hydraulic engineering | |
| US8282310B2 (en) | Paver installation system | |
| EP2733264B1 (en) | Method and device to increase the stability of slopes | |
| CN113463570B (en) | Anchoring structure of ecological environment-friendly river course revetment and construction method thereof | |
| US8246274B1 (en) | Earth fill retaining wall system and method | |
| DK163010B (en) | DEVICE FOR THE BUILDING OF PLANTABLE STEEL SURFACES AND PROCEDURES FOR THE BUILDING | |
| CN112962635B (en) | Anchoring device for preventing landslide geological disasters | |
| JP5075528B2 (en) | Slope greening method | |
| CN100507163C (en) | Method and equipment for protecting and greening side slope | |
| CN113529658A (en) | Ecological supporting construction of hydraulic engineering | |
| KR100763443B1 (en) | Retaining wall having eco-blocks and constructing method thereof | |
| CN108914950B (en) | Slope greening protection method and protection device | |
| CN109744028A (en) | A kind of water-saving bedding in park lawn and its production method | |
| CN113322895A (en) | Three-dimensional water and soil protection revetment and construction method thereof | |
| DE60002810T2 (en) | IMPROVED EDUCATION OF A COVER SUPPORT FOR PILE FOUNDATIONS | |
| EP0437171A1 (en) | Method for forming a vegetation supporting layer with such a system and use of such a system | |
| CN113338312A (en) | Ecological bank protection structure of coconut palm soil bag | |
| KR20080014176A (en) | Environmental affinity reinforcement soil retaining wall using a earth pressure reduction type environmental affinity block, and the construction method of this | |
| CN208379542U (en) | A kind of low water level building blocks for bank protection construction structure | |
| KR100317471B1 (en) | Block for public works having a multiple coupling structure and carrying out method of using it | |
| CN208701650U (en) | A kind of anti-extrusion soil structure of PHC tube pile construction | |
| CN215482720U (en) | Firm type river course shore protection structure | |
| GB2488685A (en) | Method of adapting a pavement | |
| EP1557498B1 (en) | Concrete prefabricated block for retaining walls with geogrid retention | |
| CN219059920U (en) | Ecological slope protection structure of high slope river course |
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 |