CN114541317A - River channel revetment reinforcing structure and construction method - Google Patents
River channel revetment reinforcing structure and construction method Download PDFInfo
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- CN114541317A CN114541317A CN202210234022.9A CN202210234022A CN114541317A CN 114541317 A CN114541317 A CN 114541317A CN 202210234022 A CN202210234022 A CN 202210234022A CN 114541317 A CN114541317 A CN 114541317A
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- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 164
- 238000010276 construction Methods 0.000 title claims abstract description 11
- 239000004575 stone Substances 0.000 claims abstract description 21
- 241000196324 Embryophyta Species 0.000 claims description 56
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims description 53
- 235000017491 Bambusa tulda Nutrition 0.000 claims description 53
- 241001330002 Bambuseae Species 0.000 claims description 53
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims description 53
- 239000011425 bamboo Substances 0.000 claims description 53
- 230000001681 protective effect Effects 0.000 claims description 33
- 238000003780 insertion Methods 0.000 claims description 28
- 230000037431 insertion Effects 0.000 claims description 28
- 239000002689 soil Substances 0.000 claims description 12
- 244000302661 Phyllostachys pubescens Species 0.000 claims description 9
- 235000003570 Phyllostachys pubescens Nutrition 0.000 claims description 9
- 230000008878 coupling Effects 0.000 claims description 9
- 238000010168 coupling process Methods 0.000 claims description 9
- 238000005859 coupling reaction Methods 0.000 claims description 9
- 238000012216 screening Methods 0.000 claims description 3
- 210000001503 joint Anatomy 0.000 claims description 2
- 230000000694 effects Effects 0.000 description 10
- 230000002787 reinforcement Effects 0.000 description 8
- 230000000712 assembly Effects 0.000 description 3
- 238000000429 assembly Methods 0.000 description 3
- 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
- 239000002131 composite material Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000005489 elastic deformation Effects 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
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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
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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
- E02B3/12—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
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- 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 channel revetment reinforcing structure and a construction method, which are applied to revetments on two sides of a river channel and comprise reinforcing components and connecting components, wherein the reinforcing components are arranged on the revetments on the two sides, and the connecting components are positioned between the reinforcing components on the revetments on the two sides; the reinforcing assembly comprises a slope reinforcing plate and a slope top reinforcing plate, and the slope reinforcing plate and the slope top reinforcing plate are rotatably connected through a rotating shaft; the slope reinforcing plate is paved on the slope of the revetment and can rotate upwards and be far away from the slope 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 assembly are respectively connected with the slope reinforcing plates on the revetments at the two sides, and the connecting assembly can fix the slope reinforcing plates on the slopes of the revetments and enable the slope reinforcing plates to be abutted against the slopes of the adjacent revetments; this application can improve the unstable condition of domatic structure of stone revetment.
Description
Technical Field
The application relates to the field of revetment reinforcing devices, in particular to a river channel revetment reinforcing structure and a construction method.
Background
The revetment is a facility which is built at the edge of a water body and at the junction of land and is stabilized by processing the shoreside by engineering measures, and the revetment can protect the water body and the river bank from being damaged by various natural factors and human factors.
There are many types and forms of revetments, and common revetments include natural revetments, stone-building revetments, stepped revetments, composite revetments, and the like. Wherein what stone revetment adopted is that cobblestones or other stones are piled up on the domatic of river course bank and are built and form, because the stone is irregular, this kind of piling structure is unstable, under natural factor or human factor after long-time, the condition that the stone on the domatic of revetment is not hard up and further drops easily appears for the revetment structure is destroyed.
Disclosure of Invention
In order to improve the unstable condition of slope surface structure of stone revetment, the application provides a river course revetment reinforced structure and construction method.
The application provides a pair of river course revetment reinforced structure adopts following technical scheme:
a river channel revetment reinforcing structure is applied to revetments on two sides of a river channel and comprises reinforcing components and connecting components, wherein the reinforcing components are arranged on the revetments on the two sides, and the connecting components are positioned between the reinforcing components on the revetments on the two sides; the reinforcing assembly comprises a slope reinforcing plate and a slope top reinforcing plate, and the slope reinforcing plate and the slope top reinforcing plate are rotatably connected through a rotating shaft; the slope surface reinforcing plate is flatly laid 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 both ends of coupling assembling are connected with the domatic gusset plate on the both sides revetment respectively, coupling assembling can fix domatic gusset plate on the domatic of revetment to make domatic gusset plate and the domatic butt of adjacent revetment.
By adopting the technical scheme, the slope top reinforcing plate is fixed at the top of the river bank, the slope reinforcing plate is flatly paved on the slope of the revetment by rotating the slope reinforcing plate, and the slope reinforcing plate is fixed and abutted against the slope of the adjacent revetment through the connecting assembly after being flatly paved on the slope of the revetment;
the connecting assembly respectively supports the two slope reinforcing plates on the slopes corresponding to the revetments to prevent the slope reinforcing plates from rotating, and meanwhile, the slope top reinforcing plate is fixed at the top of the river bank to prevent the slope reinforcing plates from moving up and down, so that stones on the slopes of the two revetments are supported and are not easy to loosen, the revetments are reinforced, and the unstable slope structure of the revetments is improved; in addition, the slope reinforcing plate can rotate to adapt to the slope gradient of different revetments.
Optionally, a planting hole is formed in the slope top reinforcing plate, plants are planted at the top of the river bank, and the trunk of the plants is clamped on the inner wall of the planting hole.
Through adopting above-mentioned technical scheme, through early trompil, plant the plant in planting hole department at the riparian top, treat that the plant grows up the back truck and plant the hole inner wall joint gradually for slope top gusset plate fixes at the riparian top.
Optionally, be provided with two sets of at least elasticity centre gripping subassemblies on the top of slope gusset plate, at least two sets of elasticity centre gripping subassembly is circumference evenly to be set up along the truck of plant, the centre gripping subassembly is through the truck butt of self elasticity and plant.
Through adopting above-mentioned technical scheme, elasticity centre gripping subassembly plays the effect of fastening the top gusset plate on the plant trunk, improves the joint strength of top gusset plate.
Optionally, the elastic clamping assembly comprises a clamping piece, one end of the clamping piece is arranged in an arc shape matched with the plant trunk, and the arc surface on the clamping piece is abutted against the plant trunk; the hole wall of the planting hole is provided with a plurality of holding grooves which are circumferentially arranged along the hole wall, and the holding grooves correspond to the clamping assemblies one by one; the holder is located the holding tank, the holder removes and with plant trunk butt towards the plant trunk under the elastic action of elasticity centre gripping subassembly.
Through adopting above-mentioned technical scheme, the holder butt plant truck under the elastic action, the arc setting of holder makes the holder centre gripping plant truck more comprehensively, and the setting of holding tank plays the effect that provides elastic deformation's space for the centre gripping subassembly for control holder centre gripping plant truck or with the separation of plant truck.
Optionally, a protective sleeve is vertically arranged on the slope top reinforcing plate, a plurality of inserting pieces arranged along the circumferential direction of the protective sleeve are arranged at the bottom of the protective sleeve, and the inserting pieces correspond to the accommodating grooves one by one and are matched in the corresponding accommodating grooves in an inserting manner; when the inserted sheet is inserted in the holding tank, the clamping piece is positioned on one side of the inserted sheet 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 inserted sheet inserts the holding tank in back holder not butt plant truck, but is established including by protective sleeve cover, plays the guard action, can reduce the damage of holder to plant young truck on the one hand, secondly builds a safe growing environment for the plant in protective sleeve.
Optionally, the butt joint subassembly includes connecting sleeve and two connecting rods, two the connecting rod rotates with adjacent domatic gusset plate respectively and 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 holistic dismouting of being convenient for is connected connecting rod and connecting sleeve's setting.
Optionally, the slope reinforcing 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 located above the planting hole, and the protective sleeve only enters the fixing groove along the vertical insertion and continues to move downwards and is in insertion fit with the slope top reinforcing plate; and after the slope reinforcing plate rotates to a specified 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 protective sleeve, prevents that protective sleeve from receiving external force and producing the slope.
Optionally, a plurality of connecting holes have been seted up on the domatic gusset plate, soil horizon has been buried underground between domatic gusset plate and the revetment is domatic.
Through adopting above-mentioned technical scheme, can plant the plant in the connecting hole, the root system of plant is pricked root in the soil horizon through the connecting hole, and then the root system goes in extending to the domatic stone seam of revetment again, plays the reinforcement effect to the revetment of building stones.
The application provides a pair of river course revetment reinforced structure's construction side reaches adopts following technical scheme:
a construction method of a river course revetment reinforcing structure comprises the following steps:
s1, planting moso bamboo on the land at the tops of the two sides of the river bank, and screening proper moso bamboo shoots at the positions close to the tops of the revetments;
s2, forming corresponding planting holes in different slope top reinforcing plates according to the diameters of the corresponding bamboo shoots, wherein the diameters of the planting holes are larger than the maximum diameter of the bamboo shoots, and sleeving the different reinforcing plates at the bottoms of the corresponding bamboo shoots to enable the bamboo shoots to be located in the planting holes;
s3, rotating the slope reinforcing plate upwards by a certain angle to enable the slope reinforcing plate to incline by a certain angle towards one side close to the bamboo shoots, and enabling the fixing groove to be located at a specified position above the bamboo shoots; simultaneously inserting the connecting rods on the slope reinforcing plate into a soil layer at the top of the river bank, wherein the connecting rods are also obliquely arranged, the connecting rods, 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 protection sleeve into the fixing groove from the upper side of the slope reinforcing plate, and enabling the protection sleeve to move only along the vertical limiting direction after being inserted into the fixing groove; the protective sleeve continues to move downwards to shrink the clamping piece and separate the clamping piece from the bamboo shoots, the insertion piece is inserted and matched in the accommodating groove, the insertion piece is located between the clamping piece and the bamboo shoots, the protective sleeve is vertically located on the reinforcing plate through the fixing groove and the insertion piece, and the bamboo shoots are located in the protective sleeve;
s5, after the trunk of the bamboo shoot is hardened into a bamboo, lifting the protective sleeve upwards and then rotating the protective sleeve for a certain angle to enable the insertion pieces to leave the accommodating groove and the fixing groove respectively, and clamping the trunk of the moso bamboo by the clamping piece under the elastic action of the clamping assembly;
s6, turning the slope reinforcing plate to enable the slope reinforcing plate to be flatly laid on the slope of the revetments, sleeving the connecting sleeve on one connecting rod, keeping the connecting rods on the revetments on the two sides horizontal, screwing the connecting sleeve to enable one end of the connecting sleeve to be sleeved on the other connecting rod, and connecting the two connecting rods through the connecting sleeve;
s7, planting ornamental plants on the slope reinforcing plate, wherein the roots of the ornamental plants penetrate through the connecting holes and extend into gaps between stones of the blocks on the slope of the revetment.
By adopting the technical scheme, the slope top reinforcing plate is fixed by using the moso bamboos instead of a mechanical mechanism in the construction method, so that the construction method is green and environment-friendly, and the variety of nearby ecology is increased; offer the connecting hole that supplies the plant to plant on domatic gusset plate, improve the afforestation rate to still further consolidate the domatic of revetment.
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 flatly paved on the slope of the revetment, and enabling the slope reinforcing plate to be fixed and abutted against the slope of the adjacent revetment through a connecting assembly after the slope reinforcing plate is flatly paved on the slope of the revetment;
2. the connecting assembly respectively supports the two slope reinforcing plates on the slopes corresponding to the revetments to prevent the slope reinforcing plates from rotating, and meanwhile, the slope top reinforcing plate is fixed at the top of the river bank to prevent the slope reinforcing plates from moving up and down, so that stones on the slopes of the two revetments are supported and are not easy to loosen, the revetments are reinforced, and the unstable slope structure of the revetments is improved; in addition, the slope reinforcing plate can rotate to adapt to the slope gradient of different revetments.
Drawings
Fig. 1 is a schematic view of a state in which multiple sets of river revetment reinforcing structures are arranged on two sides of a river in the embodiment of the present application;
FIG. 2 is a schematic diagram of the overall structure of an embodiment of the present application;
FIG. 3 is a schematic structural view of a hill top reinforcement plate, a clamping assembly and a protection sleeve according to an embodiment of the present application;
FIG. 4 is a schematic structural view of a hill top gusset of an embodiment of the present application;
FIG. 5 is a schematic structural view of a clamping assembly according to an embodiment of the present application;
fig. 6 is a schematic view of the protection sleeve inserted on the slope top reinforcing plate and the slope reinforcing plate and the connecting rod fixing the protection sleeve in the embodiment of the application.
Description of reference numerals: 1. a reinforcement assembly; 2. a connecting assembly; 31. a slope surface reinforcing plate; 311. connecting holes; 312. fixing grooves; 32. a slope top reinforcing plate; 321. planting holes; 322. accommodating a tank; 33. a protective sleeve; 331. a plug-in sheet; 41. a connecting sleeve; 42. a connecting rod; 5. bamboo; 6. a clamping assembly; 61. a clamping member; 62. a clamping rod; 63. a clamping spring; 10. a river channel; 100. revetment is carried out.
Detailed Description
The present application is described in further detail below with reference to figures 1-6.
The embodiment of the application discloses river course revetment reinforced structure, be applied to on the revetment 100 of river course 10 both sides, this river course revetment reinforced structure has the multiunit along the extending direction of revetment 100 on revetment 100, refer to fig. 1, fig. 2, including reinforcement component 1 and coupling assembling 2, reinforcement component 1 all has the quantity that sets up the same on both sides revetment 100, coupling assembling 2's quantity is the same with reinforcement component 1 on the unilateral revetment 100, coupling assembling 2 is located between two sets of reinforcement component 1 that correspond on both sides revetment 100, coupling assembling 2 can consolidate the domatic of both sides revetment 100 jointly after the cooperation of two sets of reinforcement component 1 that correspond.
Referring to fig. 1 and 2, the reinforcing assembly 1 includes a slope reinforcing plate 31 and a slope top reinforcing plate 32, the slope reinforcing plate 31 and the slope top reinforcing plate 32 are rotatably connected to each other through a rotating shaft, and the rotating shaft between the slope reinforcing plate 31 and the slope top reinforcing plate 32 is arranged along the extending direction of the revetment 100, so that the slope reinforcing plate 31 can rotate upwards and is far away from the slope of the revetment 100. The slope reinforcing plate 31 is laid on the inclined slope of the revetment 100, the slope top reinforcing plate 32 is laid on the top of the revetment 100 and the top of the river bank together, and the slope top reinforcing plate 32 is horizontal.
Referring to fig. 1 and 2, the connecting assembly 2 includes a connecting sleeve 41 and two connecting rods 42, wherein ends of the two connecting rods 42 away from each other are rotatably connected to the adjacent slope reinforcing plate 31 on different sides, and a rotating axis between the connecting rod 42 and the slope reinforcing plate 31 is parallel to a rotating axis between the slope reinforcing plate 31 and the slope roof reinforcing plate 32. Threads are arranged on one ends, 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 in threaded connection with one ends, close to each other, of the two connecting rods 42 respectively, and the three are connected to form a horizontal whole.
Referring to fig. 3 and 4, the slope top reinforcing plate 32 is fixedly disposed at the top of the river bank, and the slope reinforcing plate 31 can rotate around the rotating shaft to adapt to revetments 100 with different slopes. After the slope top reinforcing plate 32 is fixed to the top of the river bank, 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 between the two connecting rods 42 which 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 roof reinforcing plate 32. Domatic gusset plate 31 is taken and is supported domatic stone of piling up through coupling assembling 2 on the domatic of revetment 100, receives domatic gusset plate 31's resistance and stops when the stone appears becoming flexible, makes the stone be difficult to drop, plays the domatic reinforcing effect to revetment 100.
Referring to fig. 3 and 4, a plurality of connecting holes 311 are further formed in the slope reinforcing plate 31, a soil layer is further buried between the slope reinforcing plate 31 and the slope of the revetment 100, plants such as reed and calamus are planted in the connecting holes 311, the plants are planted in the soil layer from the connecting holes 311, root systems of the plants penetrate through the soil layer and enter into gaps between stones on the slope surface of the revetment 100, trunks and stems and leaves of the plants penetrate through the connecting holes 311 and are located at the upper end of the slope reinforcing plate 31, and the plants are planted in the connecting holes 311 to achieve the effects of improving the greening rate of the slope reinforcing plate 31 and reinforcing stones on the revetment 100 by the plant root systems.
Referring to fig. 3 and 4, as for 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, the plants are tall and tall arbor-like grass plants, further, the plants are mao bamboo 5, when the mao bamboo 5 is also a bamboo shoot, a planting hole 321 corresponding to the diameter of the bamboo shoot is formed in the slope top reinforcing plate 32, the aperture of the planting hole 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 hole 321, after the bamboo shoot grows into the mao bamboo 5, stones are put into the gap between the trunk of the mao bamboo 5 and the inner wall of the planting hole 321 to fill the gap, and the slope top reinforcing plate 32 is clamped at the bottom of the trunk of the mao bamboo 5 to realize fixation.
Referring to fig. 3 and 5, two sets of elastic clamping assemblies 6 are arranged on the slope top reinforcing plate 32, and the two sets of elastic clamping assemblies 6 are uniformly arranged in the circumferential direction around the planting holes 321. The elastic clamping assembly 6 comprises a clamping piece 61, a clamping rod 62 and a clamping spring 63, the clamping piece 61 is fixedly connected with the clamping rod 62, and the clamping spring 63 is sleeved on the clamping rod 62. Offer two holding tanks 322 along circumference align to grid on the pore wall of planting hole 321, the spliced eye has been seted up on the diapire of holding tank 322, the grafting cooperation of supporting rod 62 is in the spliced eye, holder 61 is located holding tank 322, the both ends of holder spring 63 respectively with holding tank 322's diapire and holder 61 butt, holder 61 is located planting hole 321 under the natural state, outside holding tank 322, extrusion holder spring 63 back, holder 62 removes and holder 61 returns in holding tank 322 towards the hole bottom in the spliced eye. When planting hole 321 endotheca was equipped with the plant trunk, holder 61 butt 5 trunks of mao bamboo under the effect of centre gripping spring 63 played the firm effect to 5 trunks of mao bamboo. Holder 61 is towards the sunken arc setting of 5 trunks of mao bamboo, and holder 61 cooperates with the trunk butt of plant towards the cambered surface of trunk of plant for the centre gripping effect is better, and holder 61 reduces the damage of plant trunk.
Referring to fig. 3 and 6, the reinforcing component 1 further includes a protective sleeve 33, two ends of the protective sleeve 33 are through, two insertion pieces 331 are arranged at the bottom of the protective sleeve and are evenly arranged along the circumferential direction of the protective sleeve, the insertion pieces 331 are arc-shaped and correspond to the accommodating grooves 322 one to one, and the insertion pieces 331 can be vertically inserted into the corresponding accommodating grooves 322. Push back holding part 61 to the position that holding tank 322 is close to the tank bottom, insert insertion piece 331 in the holding tank 322 that corresponds, the both sides wall of insertion piece 331 contacts with the adjacent lateral wall of holding tank 322 respectively, holding part 61 butt insertion piece 331's lateral wall under the effect of clamping spring 63, insertion piece 331 is located between bamboo shoots and holding part 61, meanwhile, protective sleeve 33 passes through insertion piece 331 along the vertical grafting cooperation at the up end of pitched roof gusset plate 32, protective sleeve 33 cover is established on bamboo shoots, play protection and guide effect to bamboo shoots. The inner diameter of the protection sleeve 33 is larger than or equal to the aperture of the planting holes 321, and the inner diameter of the protection sleeve 33 is at most five millimeters larger than the aperture of the planting holes 321.
Referring to fig. 3 and 6, a fixing groove 312 is formed on one side of the slope surface reinforcing plate 31, which is far away from the side connected with the slope top reinforcing plate 32, the fixing groove 312 is in insertion fit with the protection sleeve 33, and the protection sleeve 33 can only enter or leave the fixing groove 312 along the insertion direction. The slope reinforcing plate 31 is rotated upwards for a certain angle, so that the fixing groove 312 is positioned above the planting hole 321, the inserting direction of the fixing groove 312 is vertically arranged, the connecting rod 42 is inserted into a soil layer at the top of the river bank, the connecting rod 42 is obliquely arranged, and the fixing 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, so that the insertion piece 331 is inserted into the accommodating groove 322 for matching, and the protective sleeve 33 is inserted into the pitched roof reinforcing plate 32 and then is positioned through the fixing groove 312.
The embodiment of the application further discloses a construction method of the 100 strengthening structure of the river channel 10 revetment, which comprises the following steps:
s1, planting moso bamboo 5 on the land at the tops of two sides of a river bank, screening proper moso bamboo 5 bamboo shoots at the position close to the top of the revetment 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 river channel 10 revetment 100;
s2, forming corresponding planting holes 321 in the different slope top reinforcing plates 32 according to the diameters of the bamboo shoots, wherein the diameters of the planting holes 321 are larger than the maximum diameter of the bamboo shoots, the diameters of the planting holes 321 are 0-5 mm larger than the maximum diameter of the bamboo shoots, and the different reinforcing plates are sleeved at the bottoms of the corresponding bamboo shoots to enable the bamboo shoots to be located in the planting holes 321;
s3, rotating the slope reinforcing plate 31 upwards by a certain angle to enable the slope reinforcing plate 31 to incline by a certain angle towards one side close to the bamboo shoots, and vertically arranging the plugging direction of the fixing grooves 312; meanwhile, the connecting rod 42 on the slope reinforcing plate 31 is inserted into the soil layer at the top of the river bank, the connecting rod 42 is also arranged in an inclined manner, 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 fixing groove 312 from the upper side of the slope reinforcing plate 31, and moving the protection sleeve 33 in the fixing groove 312 along the vertical limiting direction; the protection sleeve 33 continues to move downwards, the clamping piece 61 is pushed back into the accommodating groove 322 and is separated from the bamboo shoots, the insertion piece 331 is inserted and matched in the accommodating groove 322, the insertion piece 331 is located between the clamping piece 61 and the bamboo shoots, the protection sleeve 33 is vertically located on the reinforcing plate through the fixing groove 312 and the insertion piece 331 at the moment, and the bamboo shoots are located in the protection sleeve 33;
s5, after the trunk of the bamboo shoot is hardened into a bamboo, the protective sleeve 33 is lifted upwards and then rotated by a certain angle, so that the insertion pieces 331 leave the accommodating grooves 322 and the fixing grooves 312 respectively, and the clamping piece 61 clamps the trunk of the moso bamboo 5 under the elastic action of the clamping assembly 6;
s6, turning over the slope reinforcing plate 31 to enable the slope reinforcing plate 31 to be tiled on the slope of the revetments 100, sleeving the connecting sleeve 41 on one connecting rod 42, keeping the connecting rods 42 on the revetments 100 on the two sides horizontal, screwing the connecting sleeve 41 to enable one end of the connecting sleeve 41 to be sleeved on the other connecting rod 42, and connecting the two connecting rods 42 through the connecting sleeve 41;
s7, ornamental plants are planted on the slope reinforcing plate 31, and the roots of the ornamental plants penetrate through the connecting holes 311 and extend into gaps between stones of the slope stones of the revetment 100.
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 (9)
1. The utility model provides a river course revetment reinforced structure, is applied to revetment (100) of river course (10) both sides on, its characterized in that: the reinforcing component comprises a reinforcing component (1) and a connecting component (2), wherein the reinforcing component (1) is arranged on revetments (100) on two sides, and the connecting component (2) is positioned between the reinforcing components (1) on the revetments (100) on the two sides;
the reinforcing component (1) comprises a slope reinforcing plate (31) and a slope top reinforcing plate (32), and the slope reinforcing plate (31) and the slope top reinforcing plate (32) are rotatably connected through a rotating shaft; the slope reinforcing plate (31) is paved on the slope of the revetment (100), the slope reinforcing plate (31) can rotate upwards and is far away from the slope of the revetment (100), the slope top reinforcing plate (32) is jointly positioned at the top of the revetment (100) and the top of the river bank, and the slope top reinforcing plate (32) is fixedly arranged at the top of the river bank;
the both ends of coupling assembling (2) are connected with domatic gusset plate (31) on both sides revetment (100) respectively, coupling assembling (2) can fix domatic gusset plate (31) on the domatic of revetment (100) to make domatic gusset plate (31) and adjacent revetment (100) domatic butt.
2. The river course revetment reinforced structure of claim 1, wherein: slope top gusset plate (32) are last to be seted up and to have planting hole (321), and the top of river bank is planted has the plant, the trunk joint of plant in planting hole (321) inner wall.
3. The river course revetment reinforced structure of claim 2, wherein: be provided with two sets of at least elasticity centre gripping subassemblies (6) on hillside top gusset plate (32), at least two sets of elasticity centre gripping subassembly (6) are circumference along the trunk of plant and evenly set up, centre gripping subassembly (6) are through the trunk butt of self elasticity and plant.
4. The river course revetment reinforced structure of claim 3, wherein: the elastic clamping assembly (6) comprises a clamping piece (61), one end of the clamping piece (61) is arranged in an arc shape matched with the trunk of the plant, and the arc surface on the clamping piece (61) is abutted to the trunk of the plant;
the hole wall of the planting hole (321) is provided with a plurality of accommodating grooves (322) which are circumferentially arranged along the hole wall, and the accommodating grooves (322) correspond to the clamping components (6) one by one; the clamping piece (61) is located in the accommodating groove (322), and the clamping piece (61) moves towards the plant trunk and is abutted against the plant trunk under the elastic action of the elastic clamping assembly (6).
5. The river course revetment reinforced structure of claim 4, wherein: a protective sleeve (33) is vertically arranged on the slope top reinforcing plate (32), a plurality of inserting pieces (331) arranged along the circumferential direction of the protective sleeve (33) are arranged at the bottom of the protective sleeve (33), and the inserting pieces (331) correspond to the accommodating grooves (322) one by one and are matched in the corresponding accommodating grooves (322) along insertion;
when the insertion piece (331) is inserted into the accommodating groove (322), the clamping piece (61) is positioned on one side of the insertion piece (331) far away from the trunk of the plant, and the trunk of the plant is positioned in the planting hole (321).
6. The river course revetment reinforcing structure of claim 5, wherein: the butt joint subassembly includes connecting sleeve (41) and two connecting rods (42), two connecting rod (42) rotate with adjacent domatic gusset plate (31) respectively and are connected, the both ends of connecting sleeve (41) are respectively with the one end threaded connection of two connecting rods (42) each other orientation.
7. The river course revetment reinforced structure of claim 6, wherein: the slope reinforcing plate (31) is provided with a fixing groove (312); the slope reinforcing 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 protective sleeve (33) only vertically penetrates into the fixing groove (312) in an inserted mode and then continuously moves downwards and is matched with the slope top reinforcing plate (32) in an inserted mode; when the slope reinforcing plate (31) rotates to a designated position, the connecting rod (42) is inserted into the soil layer at the top of the river bank.
8. The river course revetment reinforced structure of claim 1, 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).
9. A construction method of a river course revetment reinforcing structure is applied to any one of claims 1 to 8, and is characterized by comprising the following steps:
s1, planting moso bamboo (5) on the land at the tops of the two sides of the river bank, and screening proper bamboo shoots (5) at the positions close to the top of the revetment (100);
s2, forming corresponding planting holes (321) in different slope top reinforcing plates (32) according to the diameters of the corresponding bamboo shoots, wherein the diameters of the planting holes (321) are larger than the maximum diameter of the bamboo shoots, and sleeving the different reinforcing plates at the bottoms of the corresponding bamboo shoots to enable the bamboo shoots to be located in the planting holes (321);
s3, the slope reinforcing plate (31) is rotated upwards by a certain angle, so that the slope reinforcing plate (31) inclines towards one side close to the bamboo shoots by a certain angle, 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 the river bank, the connecting rod (42) is also obliquely arranged, 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 protective sleeve (33) into the fixing groove (312) from the upper side of the slope reinforcing plate (31), and moving the protective sleeve (33) only along the vertical limiting direction after being inserted into the fixing groove (312); the protective sleeve (33) continues to move downwards, the clamping piece (61) is shrunk and separated from the bamboo shoots, the insertion piece (331) is inserted and matched in the accommodating groove (322), the insertion piece (331) is located between the clamping piece (61) and the bamboo shoots, the protective sleeve (33) is vertically positioned on the reinforcing plate through the fixing groove (312) and the insertion piece (331), and the bamboo shoots are located in the protective sleeve (33);
s5, after the trunk of the bamboo shoot is hardened into a bamboo, the protective sleeve (33) is lifted upwards and then rotated for a certain angle, so that the insertion pieces (331) are separated from the accommodating groove (322) and the fixing groove (312) respectively, and the clamping piece (61) clamps the trunk of the moso bamboo (5) under the elastic action of the clamping component (6);
s6, turning over the slope reinforcing plate (31), enabling the slope reinforcing plate (31) to be tiled 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) on two sides horizontal, screwing the connecting sleeve (41), enabling one end of the connecting sleeve (41) to be sleeved on the other connecting rod (42), and connecting the two connecting rods (42) through the connecting sleeve (41);
s7, ornamental plants are planted on the slope reinforcing plate (31), and the roots of the ornamental plants penetrate through the connecting holes (311) and extend into gaps between stones of the slope stones of the revetment (100).
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| CN202210234022.9A CN114541317B (en) | 2022-03-09 | 2022-03-09 | River course revetment reinforcing structure and construction method |
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| CN202210234022.9A CN114541317B (en) | 2022-03-09 | 2022-03-09 | River course revetment reinforcing structure and construction method |
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