CN114541317B - River course revetment reinforcing structure and construction method - Google Patents
River course revetment reinforcing structure and construction method Download PDFInfo
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- CN114541317B CN114541317B CN202210234022.9A CN202210234022A CN114541317B CN 114541317 B CN114541317 B CN 114541317B CN 202210234022 A CN202210234022 A CN 202210234022A CN 114541317 B CN114541317 B CN 114541317B
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- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 121
- 238000010276 construction Methods 0.000 title claims abstract description 11
- 230000002787 reinforcement Effects 0.000 claims abstract description 77
- 241000196324 Embryophyta Species 0.000 claims description 53
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims description 45
- 235000017491 Bambusa tulda Nutrition 0.000 claims description 45
- 241001330002 Bambuseae Species 0.000 claims description 45
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims description 45
- 239000011425 bamboo Substances 0.000 claims description 45
- 230000001681 protective effect Effects 0.000 claims description 27
- 230000000712 assembly Effects 0.000 claims description 20
- 238000000429 assembly Methods 0.000 claims description 20
- 244000302661 Phyllostachys pubescens Species 0.000 claims description 17
- 235000003570 Phyllostachys pubescens Nutrition 0.000 claims description 17
- 239000004575 stone Substances 0.000 claims description 17
- 239000002689 soil Substances 0.000 claims description 12
- 238000012216 screening Methods 0.000 claims description 3
- 210000001503 joint Anatomy 0.000 claims description 2
- 230000000694 effects Effects 0.000 description 11
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 244000205574 Acorus calamus Species 0.000 description 1
- 235000011996 Calamus deerratus Nutrition 0.000 description 1
- 244000025254 Cannabis sativa Species 0.000 description 1
- 235000014676 Phragmites communis Nutrition 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 230000005489 elastic deformation Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
Classifications
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- 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
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
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- 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
- 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
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
- E02B3/066—Quays
-
- 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
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16F—SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
- F16F15/00—Suppression of vibrations in systems; Means or arrangements for avoiding or reducing out-of-balance forces, e.g. due to motion
- F16F15/02—Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems
- F16F15/04—Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems using elastic means
- F16F15/06—Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems using elastic means with metal springs
- F16F15/067—Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems using elastic means with metal springs using only wound springs
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/30—Flood prevention; Flood or storm water management, e.g. using flood barriers
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Structural Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Civil Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Physics & Mathematics (AREA)
- Acoustics & Sound (AREA)
- Aviation & Aerospace Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Environmental Sciences (AREA)
- Revetment (AREA)
Abstract
The application relates to a river course revetment reinforcing structure and a construction method, which are applied to revetments on two sides of a river course, and comprise reinforcing components and connecting components, wherein the reinforcing components are arranged on the revetments on two sides, and the connecting components are positioned between the reinforcing components on the revetments on two sides; the reinforcement assembly comprises a slope reinforcement plate and a slope top reinforcement plate, and the slope reinforcement plate and the slope top reinforcement plate are rotationally connected through a rotating shaft; the slope surface reinforcing plate is tiled on the slope surface of the revetment, the slope surface reinforcing plate can rotate upwards and is far away from the slope surface of the revetment, the slope top reinforcing plate is jointly positioned at the top of the revetment and the top of the river bank, and the slope top reinforcing plate is fixedly arranged at the top of the river bank; the two ends of the connecting component are respectively connected with slope reinforcing plates on the two sides of the revetment, and the connecting component can fix the slope reinforcing plates on the slopes of the revetments and enable the slope reinforcing plates to be abutted with the slopes of the adjacent revetments; the application can improve the situation of unstable slope structure of the masonry revetment.
Description
Technical Field
The application relates to the field of revetment reinforcing devices, in particular to a river revetment reinforcing structure and a construction method.
Background
The revetment is a facility which is built at the junction of the edge of the water body and the land and is used for processing the shoreside by engineering measures to ensure that the revetment is stable, and the revetment can protect the water body and the river bank from being damaged by various natural factors and human factors.
The revetments are of many types and forms, and common ones are natural, masonry, ladder, composite, etc. The stone revetment is formed by piling cobbles or other stones on the slope of the riverway revetment, and the pile structure is unstable due to the fact that the stones are irregular, and the stone on the slope of the revetment is loose and further falls off easily due to natural factors or human factors after a long time, so that the revetment structure is damaged.
Disclosure of Invention
The application provides a river course revetment reinforcing structure and a construction method for improving the situation that the slope structure of a masonry revetment is unstable.
The river revetment reinforcing structure provided by the application adopts the following technical scheme:
the river course revetment reinforced structure is applied to revetments on two sides of a river course and comprises reinforced assemblies and connecting assemblies, wherein the reinforced assemblies are arranged on the two sides of the revetment, and the connecting assemblies are positioned between the reinforced assemblies on the two sides of the revetment; the reinforcement assembly comprises a slope reinforcement plate and a slope top reinforcement plate, and the slope reinforcement plate and the slope top reinforcement plate are rotationally connected through a rotating shaft; the slope surface reinforcing plate is tiled on the slope surface of the revetment, the slope surface reinforcing plate can rotate upwards and is far away from the slope surface of the revetment, the slope top reinforcing plate is jointly positioned at the top of the revetment and the top of the river bank, and the slope top reinforcing plate is fixedly arranged at the top of the river bank; the two ends of the connecting component are respectively connected with slope reinforcing plates on the two sides of the revetment, and the connecting component can fix the slope reinforcing plates on the slope of the revetment and enable the slope reinforcing plates to be in butt joint with the slope of the adjacent revetment.
By adopting the technical scheme, the slope top reinforcing plate is fixed at the top of the river bank, the slope surface reinforcing plate is rotated to enable the slope surface reinforcing plate to be tiled on the slope surface of the revetment, and the slope surface reinforcing plate is fixed and abutted with the slope surface of the adjacent revetment through the connecting assembly after the slope surface reinforcing plate is tiled on the slope surface of the revetment;
the connecting assembly enables the two slope reinforcing plates to respectively prop against corresponding slopes of the revetments to prevent the slope reinforcing plates from rotating, meanwhile, the slope top reinforcing plates are fixed at the tops of the river banks to prevent the slope reinforcing plates from moving up and down, so that stones on the slopes of the two revetments are propped against and are not easy to loosen, the effect of reinforcing the revetments is achieved, and the unstable slope structure of the masonry revetments is improved; in addition, the slope reinforcing plate rotates to adapt to the slope of different revetments.
Optionally, planting holes are formed in the slope top reinforcing plate, plants are planted at the tops of the river banks, and the trunk of each plant is clamped to the inner wall of each planting hole.
By adopting the technical scheme, plants are planted at the top of the river bank at the planting holes through early-stage perforation, and the trunk is gradually clamped with the inner walls of the planting holes after the plants grow up, so that the slope top reinforcing plate is fixed at the top of the river bank.
Optionally, be provided with two at least groups of elasticity clamping components on the slope top gusset plate, two at least groups the elasticity clamping components is circumference evenly setting along the truck of plant, clamping components passes through self elasticity and the truck butt of plant.
Through adopting above-mentioned technical scheme, the elasticity clamping assembly plays the effect of fastening the slope top gusset plate on the plant truck, improves the joint strength of slope top gusset plate.
Optionally, the elastic clamping assembly comprises a clamping piece, one end of the clamping piece is in an arc shape matched with the plant trunk, and the arc surface on the clamping piece is abutted with the plant trunk; the hole wall of the planting hole is provided with a plurality of containing grooves which are circumferentially distributed along the hole wall, and the containing grooves correspond to the clamping assemblies one by one; the clamping piece is located the holding tank, the clamping piece moves towards the plant trunk and with plant trunk butt under the elasticity effect of elasticity clamping component.
Through adopting above-mentioned technical scheme, clamping piece butt plant truck under the elastic action, the arc setting of clamping piece makes clamping piece more comprehensive centre gripping plant truck, and the setting of holding tank plays the effect in the space that provides elastic deformation for the clamping component for control clamping piece centre gripping plant truck or with plant truck separation.
Optionally, a protection sleeve is vertically arranged on the slope top reinforcing plate, a plurality of plugging pieces which are arranged along the circumferential direction of the protection sleeve are arranged at the bottom of the protection sleeve, and the plugging pieces are in one-to-one correspondence with the accommodating grooves and are matched in the corresponding accommodating grooves along plugging; when the inserting piece is inserted into the accommodating groove, the clamping piece is positioned at one side of the inserting piece far away from the trunk of the plant, and the trunk of the plant is positioned in the planting hole.
Through adopting above-mentioned technical scheme, the grip piece is inserted the holding tank in the back holder and is not butt plant truck, but is established by the protection sleeve cover in, plays the guard action, can reduce the damage of grip piece to the young truck of plant on the one hand, secondly builds a safe growing environment for the plant in the protection sleeve.
Optionally, the butt subassembly includes connecting sleeve and two connecting rods, two the connecting rod respectively with adjacent domatic gusset plate rotation is connected, connecting sleeve's both ends respectively with the one end threaded connection of two connecting rods mutual orientation.
Through adopting above-mentioned technical scheme, the setting of connecting rod and adapter sleeve is convenient for holistic dismouting.
Optionally, the slope reinforcement plate is provided with a fixing groove; the slope reinforcing plate can rotate upwards by a certain angle to enable the fixing groove to be positioned above the planting hole, and the protective sleeve is only vertically inserted into the fixing groove, then continuously moves downwards and is in insertion fit with the slope top reinforcing plate; and when the slope reinforcing plate rotates to a designated position, the connecting rod is inserted into the soil layer at the top of the river bank.
Through adopting above-mentioned technical scheme, above-mentioned setting is used for playing location and supporting role to the protection sleeve, prevents that the protection sleeve from receiving external force and producing the slope.
Optionally, a plurality of connecting holes are formed in the slope reinforcing plate, and a soil layer is buried between the slope reinforcing plate and the revetment slope.
Through adopting above-mentioned technical scheme, can plant the plant in the connecting hole, the root system of plant is rooted in the soil horizon through the connecting hole, and then the root system is again extended to the domatic stone seam of revetment and is gone, plays the reinforcement effect to the stone revetment of laying a brick.
The application provides a construction method of a river revetment reinforcing structure, which adopts the following technical scheme:
a construction method of a river revetment reinforcing structure comprises the following steps:
s1, planting phyllostachys pubescens on the land at the tops of the two sides of a river bank, and screening out proper phyllostachys pubescens bamboo shoots at a position close to the tops of the revetments;
s2, corresponding planting holes are formed in different slope top reinforcing plates according to the diameters of the corresponding bamboo shoots, the diameters of the planting holes are larger than the maximum diameters of the bamboo shoots, and different reinforcing plates are sleeved at the bottoms of the corresponding bamboo shoots so that the bamboo shoots are positioned in the planting holes;
s3, the slope reinforcement plate is rotated upwards by a certain angle, the slope reinforcement plate is inclined by a certain angle towards one side close to the bamboo shoots, and the fixing groove is positioned at a designated position above the bamboo shoots; meanwhile, the connecting rod on the slope reinforcing plate is inserted into the soil layer at the top of the river bank, the connecting rod is obliquely arranged at the moment, the connecting rod, the slope reinforcing plate and the slope top reinforcing plate form a stable triangular structure, and the position of the slope reinforcing plate is fixed;
s4, inserting the protective sleeve into the fixed groove from the upper part of the slope reinforcing plate, and only vertically limiting and moving the protective sleeve after inserting into the fixed groove; the protective sleeve continues to move downwards, the clamping piece is contracted and separated from the bamboo shoots, the plug-in piece is in plug-in fit in the accommodating groove, the plug-in piece is positioned between the clamping piece and the bamboo shoots, at the moment, the protective sleeve is vertically positioned on the reinforcing plate through the fixing groove and the plug-in piece, and the bamboo shoots are positioned in the protective sleeve;
s5, after the trunk of the bamboo shoots is hardened into the bamboo, lifting the protective sleeve upwards and rotating a certain angle to enable the inserting pieces to leave the accommodating groove and the fixing groove respectively, and the clamping piece clamps the trunk of the moso bamboo under the elastic action of the clamping component;
s6, turning the slope reinforcement plate to enable the slope reinforcement plate to be flatly paved on the slope of the revetment, sleeving the connecting sleeve on one connecting rod, keeping the connecting rods on the revetment at two sides horizontal, screwing the connecting sleeve, sleeving one end of the connecting sleeve on the other connecting rod, and connecting the two connecting rods through the connecting sleeve;
and S7, planting ornamental plants on the slope reinforcing plates, wherein the roots of the ornamental plants penetrate through the connecting holes and extend into the gaps between the stones of the revetment slope.
By adopting the technical scheme, the slope top reinforcing plate is fixed by using the moso bamboo without adopting a mechanical mechanism in the construction method, so that the construction method is environment-friendly, and the diversity of nearby ecologies is increased; the connecting holes for planting plants are formed in the slope reinforcing plates, so that the greening rate is improved, and the slope of the revetment is further reinforced.
In summary, the present application includes at least one of the following beneficial technical effects:
1. fixing a slope top reinforcing plate at the top of a river bank, rotating the slope reinforcing plate to enable the slope reinforcing plate to be tiled on the slope of a revetment, and enabling the slope reinforcing plate to be fixed and abutted with the slope of an adjacent revetment through a connecting assembly after the slope reinforcing plate is tiled on the slope of the revetment;
2. the connecting assembly enables the two slope reinforcing plates to respectively prop against corresponding slopes of the revetments to prevent the slope reinforcing plates from rotating, meanwhile, the slope top reinforcing plates are fixed at the tops of the river banks to prevent the slope reinforcing plates from moving up and down, so that stones on the slopes of the two revetments are propped against and are not easy to loosen, the effect of reinforcing the revetments is achieved, and the unstable slope structure of the masonry revetments is improved; in addition, the slope reinforcing plate rotates to adapt to the slope of different revetments.
Drawings
FIG. 1 is a schematic view showing a state where a plurality of sets of river revetment reinforcing structures are arranged on two sides of a river in an embodiment of the present application;
FIG. 2 is a schematic overall structure of an embodiment of the present application;
FIG. 3 is a schematic view of the structure of the toe reinforcement plate, clamping assembly and protective sleeve of an embodiment of the present application;
FIG. 4 is a schematic view of the structure of a toe reinforcement plate according to an embodiment of the present application;
FIG. 5 is a schematic view of a clamping assembly according to an embodiment of the present application;
fig. 6 is a schematic view showing a state that the protective sleeve is inserted on the slope top reinforcing plate and the slope reinforcing plate and the connecting rod fix the protective sleeve in the embodiment of the application.
Reference numerals illustrate: 1. a reinforcement assembly; 2. a connection assembly; 31. slope reinforcement plate; 311. a connection hole; 312. a fixing groove; 32. a slope roof reinforcing plate; 321. planting holes; 322. a receiving groove; 33. a protective sleeve; 331. a plug-in piece; 41. a connecting sleeve; 42. a connecting rod; 5. moso bamboo; 6. a clamping assembly; 61. a clamping member; 62. a clamping rod; 63. a clamping spring; 10. river course; 100. revetment.
Detailed Description
The application is described in further detail below with reference to fig. 1-6.
The embodiment of the application discloses a river revetment reinforcing structure, which is applied to revetments 100 on two sides of a river 10, wherein a plurality of groups of the river revetments 100 are distributed on the revetments 100 along the extending direction of the revetments 100, and referring to fig. 1 and 2, the river revetment reinforcing structure comprises reinforcing assemblies 1 and connecting assemblies 2, wherein the reinforcing assemblies 1 are arranged on the revetments 100 on two sides in the same number, the connecting assemblies 2 are arranged between two corresponding groups of reinforcing assemblies 1 on the revetments 100 on one side in the same number as the reinforcing assemblies 1 on the revetments 100 on the other side, and the connecting assemblies 2 and the corresponding reinforcing assemblies 1 on the two sides can jointly reinforce slopes of the revetments 100 on the two sides after being matched.
Referring to fig. 1 and 2, the reinforcement assembly 1 includes a slope reinforcement plate 31 and a slope top reinforcement plate 32, the slope reinforcement plate 31 and the slope top reinforcement plate 32 are rotatably connected with each other through a rotation shaft, and the rotation shaft between the slope reinforcement plate 31 and the slope top reinforcement plate 32 is arranged along the extension direction of the revetment 100, so that the slope reinforcement plate 31 can rotate upwards and be far away from the slope of the revetment 100. Slope reinforcement plate 31 is tiled on the slope of revetment 100 slope, slope top reinforcement plate 32 is tiled on the top of revetment 100 and the top of river bank together, and slope top reinforcement plate 32 is horizontal.
Referring to fig. 1 and 2, the connection assembly 2 includes a connection sleeve 41 and two connection rods 42, wherein one ends of the two connection rods 42, which are far from each other, are respectively rotatably connected with the adjacent slope reinforcement plates 31 on different sides, and the rotation axes between the connection rods 42 and the slope reinforcement plates 31 are parallel to the rotation axes between the slope reinforcement plates 31 and the slope top reinforcement plates 32. Threads are arranged on one end, close to each other, of the two connecting rods 42 and the inner circumferential wall of the connecting sleeve 41, two ends of the connecting sleeve 41 are respectively in threaded connection with one end, close to each other, of the two connecting rods 42, and the two ends are connected to form a horizontal whole.
Referring to fig. 3 and 4, the slope top reinforcement plate 32 is fixedly disposed at a top position of the river bank, and the slope top reinforcement plate 31 can rotate around a rotation axis for adapting to the revetments 100 of different slopes. The slope top reinforcing plate 32 is fixed on the top of the river bank, and then the slope reinforcing plate 31 is rotated to enable the slope reinforcing plate 31 to be tiled on the slope of the revetment 100; the connecting sleeve 41 is completely sleeved on one connecting rod 42, then the two connecting rods 42 are rotated to be horizontal, an interval exists after the two connecting rods 42 are rotated to be horizontal, the connecting sleeve 41 is screwed, one end of the connecting sleeve 41 is sleeved on the other connecting rod 42, connection of the two connecting rods 42 is achieved, and at the moment, the slope reinforcing plate 31 is fixed under the combined action of the connecting assembly 2 and the slope top reinforcing plate 32. The slope reinforcement plate 31 is put on the slope of the revetment 100 and props against the piled stone blocks on the slope through the connecting component 2, and when the stone blocks are loose, the stone blocks are difficult to fall off due to the resistance and blocking of the slope reinforcement plate 31, so that the reinforcement effect on the slope of the revetment 100 is achieved.
Referring to fig. 3 and 4, a plurality of connection holes 311 are further formed in the slope reinforcement plate 31, a soil layer is buried between the slope reinforcement plate 31 and the slope of the revetment 100, plants such as reed and calamus are planted in the connection holes 311, the plants are planted in the soil layer from the connection holes 311, root systems of the plants penetrate through the soil layer and enter between the stone seams on the slope of the revetment 100, trunk and stem leaves of the plants penetrate through the connection holes 311 and are located at the upper end of the slope reinforcement plate 31, and after the plants are planted in the connection holes 311, the greening rate of the slope reinforcement plate 31 is improved and the effect of reinforcing stone blocks on the revetment 100 by using plant root systems is achieved.
Referring to fig. 3 and 4, as to how to fix the slope top reinforcing plate 32 on the top of the river bank, plants are planted on the top of the river bank, and tall arbor grass plants are selected as the plants, further, when the moso bamboo 5 is used as the plant, the slope top reinforcing plate 32 is provided with planting holes 321 corresponding to the diameter of the bamboo shoot, the aperture of the planting holes 321 is zero to five millimeters larger than the maximum diameter of the bamboo shoot, the slope top reinforcing plate 32 is sleeved at the bottom of the bamboo shoot through the planting holes 321, after the bamboo shoot grows into the moso bamboo 5, stones are put into gaps between the trunk of the moso bamboo 5 and the gaps of the inner walls of the planting holes 321, and the slope top reinforcing plate 32 is clamped at the bottom of the trunk of the moso bamboo 5 to realize fixation.
Referring to fig. 3 and 5, two groups of elastic clamping assemblies 6 are arranged on the slope top reinforcing plate 32, and the two groups of elastic clamping assemblies 6 are uniformly arranged circumferentially around the planting hole 321. The elastic clamping assembly 6 comprises a clamping piece 61, a clamping rod 62 and a clamping spring 63, wherein the clamping piece 61 is fixedly connected with the clamping rod 62, and the clamping spring 63 is sleeved on the clamping rod 62. Two holding grooves 322 uniformly arranged along the circumferential direction are formed in the hole wall of the planting hole 321, plug holes are formed in the bottom wall of the holding groove 322, the clamping rods 62 are in plug fit in the plug holes, the clamping pieces 61 are located in the holding groove 322, two ends of the clamping springs 63 are respectively abutted to the bottom wall of the holding groove 322 and the clamping pieces 61, the clamping pieces 61 are located in the planting hole 321 and outside the holding groove 322 in a natural state, after the clamping springs 63 are extruded, the clamping rods 62 move towards the bottom of the hole in the plug holes, and the clamping pieces 61 retract into the holding groove 322. When the plant trunk is sleeved in the planting hole 321, the clamping piece 61 is abutted against the trunk of the moso bamboo 5 under the action of the clamping spring 63, so that the trunk of the moso bamboo 5 is stabilized. Clamping piece 61 is the sunken arc setting of 5 truck towards mao bamboo, and the cambered surface of clamping piece 61 orientation plant truck and plant truck butt cooperation for the clamping effect is better, and the damage of clamping piece 61 to the plant truck reduces.
Referring to fig. 3 and 6, the reinforcing component 1 further includes a protection sleeve 33, two ends of the protection sleeve 33 are penetrated, two plugging pieces 331 uniformly arranged along the circumferential direction of the protection sleeve are arranged at the bottom, the plugging pieces 331 are arc-shaped and correspond to the accommodating grooves 322 one by one, and the plugging pieces 331 can be vertically plugged and matched in the corresponding accommodating grooves 322. The clamping piece 61 is pushed back to the position, close to the bottom of the groove, of the accommodating groove 322, the inserting piece 331 is inserted into the corresponding accommodating groove 322, two side walls of the inserting piece 331 are respectively in contact with the adjacent side walls of the accommodating groove 322, the clamping piece 61 is abutted to the outer side walls of the inserting piece 331 under the action of the clamping spring 63, the inserting piece 331 is located between the bamboo shoots and the clamping piece 61, meanwhile, the protective sleeve 33 is vertically inserted and matched with the upper end face of the slope top reinforcing plate 32 through the inserting piece 331, the protective sleeve 33 is sleeved on the bamboo shoots, and the protective and guiding effects on the bamboo shoots are achieved. The inner diameter of the protection sleeve 33 is equal to or larger than the aperture of the planting hole 321, and the inner diameter of the protection sleeve 33 is at most five millimeters larger than the aperture of the planting hole 321.
Referring to fig. 3 and 6, a fixing groove 312 is formed on the slope reinforcement plate 31 at a side far from the side connected with the slope top reinforcement plate 32, the fixing groove 312 is in plug-in fit with the protection sleeve 33, and the protection sleeve 33 can only enter or leave the fixing groove 312 along the plug-in direction. The slope reinforcement plate 31 is rotated upwards for a certain angle, so that the fixed groove 312 is positioned above the planting hole 321, the inserting direction of the fixed groove 312 is arranged vertically, the connecting rod 42 is inserted into the soil layer at the top of the river bank, and the connecting rod 42 is arranged obliquely, so that the fixed groove 312 is positioned through the connecting rod 42; and then the protective sleeve 33 is vertically inserted into the fixing groove 312 and then continuously moves downwards, the inserting piece 331 is in inserting fit with the containing groove 322, and the protective sleeve 33 is positioned through the fixing groove 312 after being inserted into the slope top reinforcing plate 32.
The embodiment of the application also discloses a construction method of the reinforced structure of the revetment 100 of the river channel 10, which comprises the following steps:
s1, planting phyllostachys pubescens 5 on the land at the tops of two sides of a river bank, screening proper phyllostachys pubescens 5 bamboo shoots at positions close to the tops of the revetments 100, and arranging the bamboo shoots screened at the same side of the river bank according to the arrangement direction of a reinforcing structure of the revetment 100 of the river channel 10;
s2, corresponding planting holes 321 are formed in different slope top reinforcing plates 32 according to the diameters of the corresponding bamboo shoots, the diameter of each planting hole 321 is larger than that of each bamboo shoot, the diameter of each planting hole 321 is 0-5 mm larger than that of each bamboo shoot, and different reinforcing plates are sleeved at the bottoms of the corresponding bamboo shoots so that the corresponding bamboo shoots are positioned in each planting hole 321;
s3, the slope reinforcement plate 31 is rotated upwards by a certain angle, so that the slope reinforcement plate 31 is inclined by a certain angle towards one side close to the bamboo shoots, and the inserting direction of the fixing groove 312 is arranged vertically; meanwhile, the connecting rod 42 on the slope reinforcement plate 31 is inserted into the soil layer at the top of the river bank, the connecting rod 42 is obliquely arranged at the moment, the connecting rod 42, the slope reinforcement plate 31 and the slope top reinforcement plate 32 form a stable triangular structure, and the position of the slope reinforcement plate 31 is fixed;
s4, inserting the protection sleeve 33 into the fixed groove 312 from the upper side of the slope reinforcement plate 31, inserting the protection sleeve 33 into the fixed groove 312, and then vertically limiting and moving; the protective sleeve 33 continues to move downwards, the clamping piece 61 is pushed back into the accommodating groove 322 and separated from the bamboo shoots, the inserting piece 331 is inserted and matched into the accommodating groove 322, the inserting piece 331 is positioned between the clamping piece 61 and the bamboo shoots, at the moment, the protective sleeve 33 is vertically positioned on the reinforcing plate through the fixing groove 312 and the inserting piece 331, and the bamboo shoots are positioned in the protective sleeve 33;
s5, after the trunk of the bamboo shoots is hardened into bamboo, lifting the protective sleeve 33 upwards and rotating a certain angle to enable the plug pieces 331 to leave the accommodating grooves 322 and the fixing grooves 312 respectively, and clamping the trunk of the moso bamboo 5 by the clamping piece 61 under the elastic force of the clamping component 6;
s6, turning the slope reinforcement plate 31 to enable the slope reinforcement plate 31 to be flatly paved on the slope of the revetment 100, sleeving the connecting sleeve 41 on one connecting rod 42, keeping the connecting rods 42 on the revetment 100 at two sides horizontal, screwing the connecting sleeve 41, sleeving one end of the connecting sleeve 41 on the other connecting rod 42, and connecting the two connecting rods 42 through the connecting sleeve 41;
and S7, planting ornamental plants on the slope reinforcement plates 31, wherein the roots of the ornamental plants penetrate through the connecting holes 311 and extend into the gaps between the stones of the slope of the revetment 100.
The above embodiments are not intended to limit the scope of the present application, so: all equivalent changes in structure, shape and principle of the application should be covered in the scope of protection of the application.
Claims (7)
1. River course revetment reinforced structure is applied to revetment (100) of river course (10) both sides, its characterized in that: the device comprises a reinforcing component (1) and a connecting component (2), wherein the reinforcing component (1) is arranged on each revetment (100) at two sides, and the connecting component (2) is positioned between the reinforcing components (1) on the revetments (100) at two sides;
the reinforcement assembly (1) comprises a slope reinforcement plate (31) and a slope top reinforcement plate (32), and the slope reinforcement plate (31) and the slope top reinforcement plate (32) are rotationally connected through a rotating shaft; the slope reinforcement plate (31) is tiled on the slope of the revetment (100), the slope reinforcement plate (31) can rotate upwards and is far away from the slope of the revetment (100), the slope top reinforcement plate (32) is jointly positioned at the top of the revetment (100) and the top of the river bank, and the slope top reinforcement plate (32) is fixedly arranged at the top of the river bank;
the two ends of the connecting component (2) are respectively connected with slope reinforcing plates (31) on the revetments (100) at two sides, the connecting component (2) can fix the slope reinforcing plates (31) on the slopes of the revetments (100) and enable the slope reinforcing plates (31) to be abutted against the slopes of the adjacent revetments (100); the connecting assembly (2) comprises a connecting sleeve (41) and two connecting rods (42), the two connecting rods (42) are respectively and rotatably connected with the adjacent slope reinforcement plates (31), and two ends of the connecting sleeve (41) are respectively and mutually oriented one ends of the two connecting rods (42) in threaded connection; planting holes (321) are formed in the slope top reinforcing plate (32), plants are planted at the tops of the river banks, and the trunk of each plant is clamped on the inner walls of the planting holes (321).
2. The river course revetment reinforcing structure of claim 1, wherein: the slope roof reinforcing plate (32) is provided with at least two groups of elastic clamping assemblies (6), at least two groups of elastic clamping assemblies (6) are uniformly arranged along the circumference of the trunk of a plant, and the clamping assemblies (6) are in butt joint with the trunk of the plant through self elasticity.
3. The river course revetment reinforcing structure of claim 2, wherein: the elastic clamping assembly (6) comprises a clamping piece (61), one end of the clamping piece (61) is in arc-shaped arrangement matched with a plant trunk, and the arc surface on the clamping piece (61) is abutted with the plant trunk;
a plurality of accommodating grooves (322) which are circumferentially distributed along the hole wall of the planting hole (321) are formed in the hole wall, and the accommodating grooves (322) are in one-to-one correspondence with the clamping assemblies (6); the clamping piece (61) is located in the accommodating groove (322), and the clamping piece (61) moves towards the plant trunk and abuts against the plant trunk under the elastic action of the elastic clamping component (6).
4. The river course revetment reinforcing structure of claim 3, wherein: the slope top reinforcing plate (32) is vertically provided with a protective sleeve (33), the bottom of the protective sleeve (33) is provided with a plurality of inserting pieces (331) which are arranged along the circumferential direction of the protective sleeve, and the inserting pieces (331) are in one-to-one correspondence with the accommodating grooves (322) and are in inserting fit in the corresponding accommodating grooves (322);
when the inserting piece (331) is inserted into the accommodating groove (322), the clamping piece (61) is positioned on one side, far away from the trunk of the plant, of the inserting piece (331), and the trunk of the plant is positioned in the planting hole (321).
5. The river course revetment reinforcing structure of claim 4, wherein: a fixed groove (312) is formed in the slope reinforcement plate (31); the slope reinforcement plate (31) can rotate upwards by a certain angle to enable the fixing groove (312) to be located above the planting hole (321), and the protection sleeve (33) is inserted vertically into the fixing groove (312) and then continuously moves downwards to be matched with the slope top reinforcement plate (32) in an inserted manner; and after the slope reinforcement plate (31) rotates to a designated position, the connecting rod (42) is inserted into the soil layer at the top of the river bank.
6. The river course revetment reinforcing structure of claim 5, wherein: a plurality of connecting holes (311) are formed in the slope reinforcing plate (31), and a soil layer is buried between the slope reinforcing plate (31) and the slope of the revetment (100).
7. A construction method of a river revetment reinforcing structure, applied to the river revetment reinforcing structure of claim 6, comprising the following steps:
s1, planting moso bamboos (5) on the land at the tops of two sides of a river bank, and screening out proper moso bamboos (5) bamboo shoots at a position close to the tops of revetments (100);
s2, corresponding planting holes (321) are formed in different slope top reinforcing plates (32) according to the diameters of corresponding bamboo shoots, the diameters of the planting holes (321) are larger than the maximum diameters of the bamboo shoots, and different reinforcing plates are sleeved at the bottoms of the corresponding bamboo shoots so that the bamboo shoots are positioned in the planting holes (321);
s3, the slope reinforcement plate (31) is rotated upwards by a certain angle, the slope reinforcement plate (31) is inclined by a certain angle towards one side close to the bamboo shoots, and the fixing groove (312) is positioned at a designated position above the bamboo shoots; meanwhile, a connecting rod (42) on the slope reinforcing plate (31) is inserted into a soil layer at the top of a river bank, the connecting rod (42) is obliquely arranged at the moment, the connecting rod (42), the slope reinforcing plate (31) and the slope top reinforcing plate (32) form a stable triangular structure, and the position of the slope reinforcing plate (31) is fixed;
s4, inserting the protection sleeve (33) into the fixed groove (312) from the upper part of the slope reinforcement plate (31), and only vertically limiting and moving the protection sleeve (33) after being inserted into the fixed groove (312); the protective sleeve (33) continues to move downwards, the clamping piece (61) is contracted and separated from the bamboo shoots, the inserting piece (331) is inserted and matched in the accommodating groove (322), the inserting piece (331) is positioned between the clamping piece (61) and the bamboo shoots, at the moment, the protective sleeve (33) is vertically positioned on the reinforcing plate through the fixing groove (312) and the inserting piece (331), and the bamboo shoots are positioned in the protective sleeve (33);
s5, after the trunk of the bamboo shoots is hardened into bamboo, lifting the protective sleeve (33) upwards and rotating a certain angle to enable the inserting pieces (331) to leave the accommodating groove (322) and the fixing groove (312) respectively, and clamping the trunk of the moso bamboo (5) by the clamping piece (61) under the elastic force of the clamping component (6);
s6, turning the slope reinforcement plate (31), enabling the slope reinforcement plate (31) to be flatly paved on the slope of the revetment (100), sleeving the connecting sleeve (41) on one connecting rod (42), keeping the connecting rods (42) on the revetment (100) at two sides horizontal, screwing the connecting sleeve (41), sleeving one end of the connecting sleeve (41) on the other connecting rod (42), and connecting the two connecting rods (42) through the connecting sleeve (41);
s7, planting ornamental plants on the slope reinforcement plate (31), wherein the roots of the ornamental plants penetrate through the connecting holes (311) and extend into the gap between the stones of the slope of the revetment (100).
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