CN211446799U - Be applied to ecological slope protection structure among channel treatment project - Google Patents
Be applied to ecological slope protection structure among channel treatment project Download PDFInfo
- Publication number
- CN211446799U CN211446799U CN201921940668.9U CN201921940668U CN211446799U CN 211446799 U CN211446799 U CN 211446799U CN 201921940668 U CN201921940668 U CN 201921940668U CN 211446799 U CN211446799 U CN 211446799U
- Authority
- CN
- China
- Prior art keywords
- slope protection
- interlocking
- channel
- vegetation
- concrete
- 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
Abstract
The utility model relates to an ecological slope protection structure for among channel treatment engineering relates to the bank protection field, include: at the bottom of the canal, cement layer, net installing frame, geotechnological cloth, concrete banket, vegetation subassembly, first reinforcement and second reinforcement, be located the channel bottom that the ground excavated downwards at the bottom of the canal, the channel is the trapezoidal form that falls, the slope upper berth of channel both sides is equipped with geotechnological cloth, cement layer, net installing frame and concrete banket are laid to supreme upper surface at geotechnological cloth from bottom to top in proper order on the slope, the top on cement layer highly is higher than the height that the water level was preset to the channel. The utility model discloses have stable in structure, firm, can effectively prevent soil erosion and water loss, and long service life, not fragile effect.
Description
Technical Field
The utility model belongs to the technical field of the bank protection technique and specifically relates to an ecological slope protection structure who is applied to in channel treatment engineering is related to.
Background
At present, in order to prevent the water and soil loss condition of a channel along the slope of the bank during rainstorm, even cause the deterioration of the environment and the loss of property, the turf is planted on the slope of the bank during the channel construction to form an ecological slope protection so as to prevent the water and soil loss.
Retrieving now that an application number is CN201720375048. X's chinese patent discloses a modular ecological bank protection structure of river bank, which comprises a body, the body includes distal water end concrete placement piece and nearly water end concrete placement piece, install combination formula bank protection layer between distal water end concrete placement piece and the nearly water end concrete placement piece, combination formula bank protection layer is formed by polylith hexagonal piece each other zonulae occludens, be provided with plant species hole in the middle of the hexagonal piece, combination formula bank protection layer and plumbous silk gabion stratum reticulare fixed connection, the inside soil horizon that is of plumbous silk gabion stratum reticulare, soil horizon internally mounted has the guard plate, guard plate internally mounted has the water pump, water pump lower extreme fixedly connected with drinking-water pipe, water pump upper end fixedly connected with drain pipe, the drain pipe is kept away from water pump one end and is installed water jet equipment.
The above prior art solutions have the following drawbacks: six arriss pieces are laid on slope, and the slope is laid, and six arriss pieces below the hexagonal arris piece extrusion slope of slope top arch phenomenon appears easily in the hexagonal arris piece on the slope, and even more very can be extruded and even collapse, slope protection structure is unstable, firm, and life is not long.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a be applied to ecological slope protection structure in channel treatment engineering has stable in structure, firmly, can effectively prevent soil erosion and water loss, and long service life, not fragile advantage.
The above object of the present invention can be achieved by the following technical solutions: the utility model provides an ecological slope protection structure for in channel treatment engineering, includes: the soil-shifting tunnel comprises a tunnel bottom, a cement layer, a grid mounting frame, geotextile, concrete guard feet, a vegetation assembly, a first reinforcing member and a second reinforcing member, wherein the tunnel bottom is positioned at the bottom of a downward-digging channel on the ground, the channel is in an inverted trapezoid shape, geotextile is laid on slopes on two sides of the channel, the cement layer, the grid mounting frame and the concrete guard feet are laid on the upper surface of the geotextile from bottom to top in sequence, and the top height of the cement layer is higher than the height of a preset water level of the channel;
the grid installation frame includes: the lower surfaces of the cross beam and the longitudinal beam are both attached to geotextile, the cross beam is arranged in the direction parallel to water flow, the vegetation assemblies are arranged in multiple groups, the vegetation assemblies are located in each lattice of the grid structure, the bottom ends of the concrete guard feet are embedded in a slope protection, the concrete guard feet are arranged perpendicular to the bottom of the channel, and the top end parts of the concrete guard feet are exposed out of a slope;
the first reinforcement is installed the upper surface of crossbeam, longeron, just first reinforcement will with the part vegetation subassembly that crossbeam or longeron contacted compresses tightly, the second reinforcement runs through the vegetation subassembly, just the both ends of second reinforcement are connected with two adjacent longerons respectively.
By adopting the technical scheme, water flow directly scours the slope, and water and soil loss is easily caused by long-time scouring, so that cement is laid at the position, close to the bottom of the canal, of the slope, and water and soil loss can be prevented to a certain extent; because the slope is inclined, the vegetation assembly at the high position on the slope has extrusion force on the vegetation assembly at the low position, the grid mounting frame is designed, the vegetation interval is arranged in each grid, the vegetation assembly at the lowest position is prevented from bearing too large extrusion force, the extrusion force is distributed in each grid, and the phenomenon of serious uneven stress and even local bulge is avoided; through the firm in connection nature and the stability of each net of further reinforcement rather than the vegetation subassembly of inside, further consolidate the firm in connection nature between every group vegetation subassembly through the second reinforcement, make the structure of whole bank protection firm more, stable, follow the life of long bank protection.
The utility model discloses further set up to, the vegetation subassembly includes: the interlocking type slope protection brick comprises a plurality of interlocking type slope protection bricks and vegetation, wherein vertical through grooves are formed in four sides of each interlocking type slope protection brick, a rectangular hole is formed in the middle of each interlocking type slope protection brick, the cross section of each vertical through groove arranged in the length direction of each interlocking type slope protection brick is in a dovetail shape, and the cross section of each vertical through groove arranged in the width direction of each interlocking type slope protection brick is in a rectangular shape;
adjacent mutual lock between the interlocking formula slope protection brick, the vegetation is planted in the rectangle downthehole, and the vegetation still is planted in the hole that is formed by two vertical logical grooves of cross-section for the rectangle form.
Through adopting above-mentioned technical scheme, the bank protection slope sets up, and the mutual lock of interlocking formula bank protection brick makes its difficult mutual break away from when the installation, plants the vegetation in interlocking formula bank protection brick, and the vegetation is a cluster very pleasing to the eye, and interlocking formula bank protection brick can block the rainwater simultaneously, slows down the flow velocity of rainwater, avoids the rainwater velocity of flow too fast to wash away soil erosion and water into in the channel, also plays the effect that prevents soil erosion and water loss to a certain extent.
The utility model discloses further set up as, first reinforcement includes: the bottom surface of the fixed plate is provided with two rows of first clamping blocks along the length direction of the fixed plate, the first clamping blocks are matched with the shape of the vertical through groove, the fixed plate is provided with one row of first through holes, the first through holes are positioned between the two rows of first clamping blocks, the cross beam and the longitudinal beam are both pre-embedded with screws, the screws are vertical to the upper surface of the cross beam or the longitudinal beam, the lower surface of the fixed plate is fixedly connected with a plurality of second clamping blocks, the second clamping blocks are positioned between two adjacent first through holes, and the cross beam and the longitudinal beam are both provided with second through holes at positions between two adjacent screws;
when the screw rod runs through the first through hole, the second clamping block is clamped at the second through hole, the first clamping block is clamped in the vertical through groove, the top thread of the screw rod is provided with a nut, and the nut is used for fixedly installing the fixing plate on the cross beam or the longitudinal beam.
Through adopting above-mentioned technical scheme, when the fixed plate laminating crossbeam or longeron's upper surface, through first joint piece, second joint piece, screw rod for the fixed plate joint is installed on crossbeam or longeron, and constructor screws up the nut again and further when fixed plate fixed mounting on crossbeam or longeron, and is very convenient, because of the slope of slope, constructor no longer need worry when the installation fixed plate gliding, need not support the fixed plate tightly on crossbeam or longeron in real time.
The utility model discloses further set up to, the second reinforcement includes: the steel wire rope fixing device comprises a steel wire rope, fixing rods and fixing rings, wherein the thickness of a first clamping block is smaller than the depth of a vertical through groove, the fixing rods are pre-embedded in the bottom of the first clamping block, the bottom end of each fixing rod is fixedly connected with the fixing rings, the steel wire rope sequentially penetrates through two interlocking slope protection bricks which are mutually buckled, the steel wire rope penetrates through the fixing rings, two ends of the steel wire rope are tied on the fixing rings, and the arrangement direction of the steel wire rope is arranged along the length direction of the interlocking slope protection bricks.
Through adopting above-mentioned technical scheme, link together the interlocking formula bank protection brick in with same net through wire rope for the relation of connection between the interlocking formula bank protection brick is more firm, stable, and wire rope also runs through solid fixed ring simultaneously, couples together interlocking formula bank protection brick and fixed plate, and its both ends are also fixed with solid fixed ring ligature, make the installation of the interlocking formula bank protection brick in the whole check more firm, stable, and difficult hunch-up is difficult for deviating from.
The utility model discloses further set up to, interlocking slope protection brick still includes: the lower surface of interlocking formula slope protection brick is pre-buried to have many contact pins, when interlocking formula slope protection brick laminating geotechnological cloth sets up, the contact pin runs through geotechnological cloth and inserts the bank protection and sets up.
Through adopting above-mentioned technical scheme, the contact pin that increases makes the relation of connection on interlocking formula slope protection brick and ground more firm, has increased the grabbing power of interlocking formula slope protection brick, and interlocking formula slope protection brick is difficult for deviating from.
The utility model discloses further set up to, interlocking slope protection brick still includes: the sponge layer, every interlocking formula slope protection brick has all seted up the third through-hole, interlocking formula slope protection brick is equipped with the sponge layer in the third through-hole, the third through-hole is laid along the length direction of interlocking formula slope protection brick, and the third through-hole runs through two vertical logical grooves that the cross-section is the rectangle form.
By adopting the technical scheme, the sponge has the advantage of good water absorption, can store partial rainwater in rainy days, and can provide partial daily water demand for vegetation; being close to the vegetation of channel bottom, the supply of water is comparatively sufficient, can adsorb the eminence through the water of sponge layer in the soil of bottom department, can supply water for eminence vegetation to a certain extent.
The utility model discloses further set up to, the canal bottom includes: the channel comprises a sand-stone cushion layer and a concrete ballast foot, wherein the sand-stone cushion layer is paved at the bottom of the channel, and the concrete ballast foot is paved above the sand-stone cushion layer.
Through adopting above-mentioned technical scheme, further consolidate the installation stability of net installing frame through concrete banket, concrete banket part exposes simultaneously, also has certain fender effect to the rainwater to a certain extent, reduces the scouring strength of rainwater.
To sum up, the utility model discloses a beneficial technological effect does:
firstly, water flow directly scours the slope, and water and soil loss is easily caused by long-time scouring, so that cement is laid at the position, close to the bottom of the canal, of the slope, and water and soil loss can be prevented to a certain extent; because the slope is inclined, the vegetation assembly at the high position on the slope has extrusion force on the vegetation assembly at the low position, the grid mounting frame is designed, the vegetation interval is arranged in each grid, the vegetation assembly at the lowest position is prevented from bearing too large extrusion force, the extrusion force is distributed in each grid, and the phenomenon of serious uneven stress and even local bulge is avoided; the connection firmness and stability of each grid and the vegetation assemblies in the grid are further reinforced through the first reinforcing members, and the connection firmness between each group of vegetation assemblies is further reinforced through the second reinforcing members, so that the structure of the whole revetment is firmer and more stable, and the service life of the revetment is prolonged;
it is two, the bank protection slope sets up, and the mutual lock of interlocking formula bank protection brick makes its difficult mutual disengagement when the installation, plants the vegetation in interlocking formula bank protection brick, and the vegetation is a cluster very pleasing to the eye, and interlocking formula bank protection brick can block the rainwater simultaneously, slows down the flow rate of rainwater, avoids the rainwater velocity of flow too fast to wash away soil and water into the channel in, also plays the effect that prevents soil and water loss to a certain extent.
Drawings
Fig. 1 is a schematic structural diagram of the present invention;
FIG. 2 is a schematic view of the connection between the vegetation module and the grid frame of the present invention;
FIG. 3 is a schematic view of the connection between the vegetation module and the first stiffener according to the present invention;
fig. 4 is a schematic view of the connection relationship between the first reinforcement member and the second reinforcement member in the present invention.
Reference numerals: 1. a trench bottom; 11. a sandstone cushion layer; 12. concrete foot-fixing; 2. installing a frame on the grid; 21. a cross beam; 22. a stringer; 3. geotextile; 4. concrete foot protection; 5. a vegetation assembly; 51. interlocking slope protection bricks; 511. inserting a pin; 512. a sponge layer; 52. vegetation; 6. a first stiffener; 61. a fixing plate; 62. a first clamping block; 63. a second clamping block; 64. a screw; 7. a second stiffener; 71. a wire rope; 72. fixing the rod; 73. a fixing ring; 8. and (5) a cement layer.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
The first embodiment is as follows:
refer to fig. 1 and fig. 2, do the utility model discloses an ecological slope protection structure for among channel treatment engineering, include: the soil engineering plastic irrigation ditch comprises a ditch bottom 1, a cement layer 8, a grid mounting frame 2, geotextile 3, concrete guard feet 4, a vegetation assembly 5, a first reinforcing member 6 and a second reinforcing member 7, wherein the ditch bottom 1 is positioned at the bottom of a ditch dug downwards on the ground, the ditch is in an inverted trapezoid shape, geotextile 3 is laid on slopes on two sides of the ditch, the cement layer 8, the grid mounting frame 2 and the concrete guard feet 4 are laid on the upper surface of the geotextile 3 from bottom to top in sequence, and the top height of the cement layer 8 is higher than the height of a preset water level of the ditch;
the grid mounting frame 2 includes: the special slope protection structure comprises a cross beam 21 and a longitudinal beam 22, wherein the cross beam 21 and the longitudinal beam 22 are arranged in a plurality of numbers, the cross beam 21 and the longitudinal beam 22 are arranged in a mutually perpendicular mode to form a grid structure, the lower surfaces of the cross beam 21 and the longitudinal beam 22 are both arranged in a mode of being attached to geotextile 3, the cross beam 21 is arranged in the horizontal flow parallel direction, a plurality of vegetation 52 assemblies 5 are arranged, the vegetation assemblies 5 are located in each grid of the grid structure, the bottom end of a concrete protection foot 4 is embedded in a slope protection, the concrete protection foot 4 is arranged in a mode of being perpendicular to a channel bottom 1, the top end portion of the concrete;
Referring to fig. 2 and 3, vegetation assembly 5 comprises: the interlocking type slope protection brick 51 comprises a plurality of interlocking type slope protection bricks 51 and vegetation 52, wherein vertical through grooves are formed in four sides of each interlocking type slope protection brick 51, a rectangular hole is formed in the middle of each interlocking type slope protection brick 51, the cross section of each vertical through groove arranged in the length direction of each interlocking type slope protection brick 51 is in a dovetail shape, and the cross section of each vertical through groove arranged in the width direction of each interlocking type slope protection brick 51 is in a rectangular shape; adjacent interlocking formula slope protection brick 51 is buckled each other, and vegetation 52 plants in the rectangle aperture, and vegetation 52 still plants in the hole that is formed by two vertical logical grooves that the cross-section is the rectangle form.
Slope protection slope sets up, and interlocking formula slope protection brick 51 mutual lock makes its difficult mutual breaking away from when the installation, plants vegetation 52 in interlocking formula slope protection brick 51, and vegetation 52 is a cluster very pleasing to the eye, and interlocking formula slope protection brick 51 can block the rainwater simultaneously, slows down the flow velocity of rainwater, avoids the rainwater velocity of flow too fast to wash away soil and water into the channel in, also plays the effect that prevents soil and water loss to a certain extent.
The first stiffener 6 comprises: the fixing plate comprises a fixing plate 61, first clamping blocks 62, second clamping blocks 63 and screws 64, wherein two rows of the first clamping blocks 62 are arranged on the bottom surface of the fixing plate 61 along the length direction of the fixing plate, the first clamping blocks 62 are matched with the shape of the vertical through groove, a row of first through holes are formed in the fixing plate 61 and are positioned between the two rows of the first clamping blocks 62, the screws 64 are embedded in the cross beam 21 and the longitudinal beam 22, the screws 64 are vertical to the upper surface of the cross beam 21 or the longitudinal beam 22, the lower surface of the fixing plate 61 is fixedly connected with the plurality of the second clamping blocks 63, the second clamping blocks 63 are positioned between every two adjacent first through holes, and the cross beam 21 and the longitudinal beam 22 are provided with second through holes at positions between every two adjacent screws 64;
second joint piece 63 joint is in second through-hole department when screw rod 64 runs through first through-hole, and first joint piece 62 joint is in vertical logical inslot, and the top screw thread of screw rod 64 is equipped with the nut, through screwing up the nut with fixed plate 61 fixed mounting on crossbeam 21 or longeron 22. When fixed plate 61 laminates the upper surface of crossbeam 21 or longeron 22, through first joint piece 62, second joint piece 63, screw rod 64 for fixed plate 61 joint is installed on crossbeam 21 or longeron 22, and constructor screws up the nut again and when further with fixed plate 61 fixed mounting on crossbeam 21 or longeron 22, and is very convenient, because of slope formula slope, constructor no longer need worry when the installation fixed plate 61 gliding, need not support fixed plate 61 tightly on crossbeam 21 or longeron 22 in real time.
The trench bottom 1 includes: gravel cushion 11 and concrete ballast 12, the bottom of channel is laid gravel cushion 11, and concrete ballast 12 is laid above gravel cushion 11. The installation stability of the grid installation frame 2 is further reinforced through the concrete foot guards 4, and meanwhile, the concrete foot guards 4 are partially exposed, so that the rainwater is also separated to a certain extent, and the scouring strength of the rainwater is reduced.
Referring to fig. 3 and 4, the second reinforcement 7 includes: wire rope 71, dead lever 72 and solid fixed ring 73, the thickness of first joint piece 62 is less than the degree of depth of vertical logical groove, pre-buried dead lever 72 in the bottom of first joint piece 62, the solid fixed ring 73 of bottom fixed connection of dead lever 72, wire rope 71 runs through two interlocking formula slope protection bricks 51 of looks lock in proper order, the hole that supplies wire rope 71 to run through has been seted up in interlocking formula slope protection brick 51, wire rope 71 runs through solid fixed ring 73, wire rope 71's both ends are tied up on solid fixed ring 73, wire rope 71 lay the direction and lay along interlocking formula slope protection brick 51's length direction. Interlocking formula slope protection brick 51 in with same net links together through wire rope 71 for the relation of connection between interlocking formula slope protection brick 51 is more firm, stable, and wire rope 71 also runs through solid fixed ring 73 simultaneously, couples together interlocking formula slope protection brick 51 and fixed plate 61, and its both ends also are fixed with solid fixed ring 73 ligature, makes the installation of interlocking formula slope protection brick 51 in the whole check more firm, stable, and difficult hunch-up is difficult for deviating from.
The interlocking slope protection brick 51 further includes: contact pin 511, a plurality of contact pins 511 are pre-buried in the lower surface of interlocking protection slope brick 51, and when interlocking protection slope brick 51 is laminated geotechnological cloth 3 and sets up, contact pin 511 runs through geotechnological cloth 3 and inserts the bank protection and sets up. The added pins 511 make the connection relation between the interlocking slope protection bricks 51 and the ground more firm, increase the gripping force of the interlocking slope protection bricks 51, and the interlocking slope protection bricks 51 are not easy to be separated.
The interlocking slope protection brick 51 further includes: sponge layer 512, third through-hole has all been seted up to every interlocking formula slope protection brick 51, and interlocking formula slope protection brick 51 is equipped with sponge layer 512 in the third through-hole, and the third through-hole is laid along interlocking formula slope protection brick 51's length direction, and the third through-hole runs through two vertical logical grooves that the cross-section is the rectangle form. By utilizing the advantage of good water absorption of the sponge, partial rainwater can be stored in rainy days, and partial daily water requirement can be provided for the vegetation 52; the vegetation 52 close to the bottom of the channel has sufficient water supply, and the sponge layer 512 can adsorb water in soil at the bottom to a high place and supply water to the vegetation 52 at the high place to a certain extent.
The implementation principle of the embodiment is as follows: the water flow directly scours the slope, and water and soil loss is easily caused by long-time scouring, so that cement is laid at the position, close to the bottom 1 of the canal, of the slope, and water and soil loss can be prevented to a certain extent; because the slope is inclined, the vegetation assembly 5 at the upper part of the slope has extrusion force on the vegetation assembly 5 at the lower part, the grid mounting frame 2 is designed, the vegetation 52 is arranged in each grid in a range, the vegetation assembly 5 at the lowest part is prevented from bearing too large extrusion force, the extrusion force is distributed in each grid, and the phenomenon of serious uneven stress and even local bulge is avoided; through the firm in connection nature and the stability of every net of 6 further reinforcement rather than inside vegetation subassembly 5 of first reinforcement, further consolidate the firm in connection nature between every group vegetation subassembly 5 through second reinforcement 7, make the structure of whole bank protection firm more, stable, follow the life of long bank protection.
The embodiment of this specific implementation mode is the preferred embodiment of the present invention, not limit according to this the utility model discloses a protection scope, so: all equivalent changes made according to the structure, shape and principle of the utility model are covered within the protection scope of the utility model.
Claims (7)
1. The utility model provides an ecological slope protection structure for in channel treatment engineering which characterized in that includes: a channel bottom (1), a cement layer (8), a grid mounting frame (2), geotextile (3), a concrete foot protector (4), a vegetation (52) component (5), a first reinforcing member (6) and a second reinforcing member (7),
the channel bottom (1) is positioned at the bottom of a channel excavated downwards from the ground, the channel is in an inverted trapezoidal shape, geotechnical cloth (3) is paved on slopes on two sides of the channel, a cement layer (8), a grid mounting frame (2) and a concrete foot protector (4) are paved on the upper surface of the geotechnical cloth (3) from bottom to top in sequence, the top of the cement layer (8) is higher than the preset water level of the channel,
the grid mounting frame (2) comprises: crossbeam (21) and longeron (22), crossbeam (21) and longeron (22) all set up many, crossbeam (21) and longeron (22) mutually perpendicular arrange to be the lattice structure, the lower surface of crossbeam (21) and longeron (22) is all laminated geotechnological cloth (3) and is set up, crossbeam (21) are laid along rivers parallel direction, vegetation subassembly (5) set up the multiunit, vegetation subassembly (5) are located each check of lattice structure, the bottom of concrete banket (4) is buried in the bank protection in advance, the perpendicular canal bottom (1) of concrete banket (4) sets up, the top portion of concrete banket (4) exposes the slope;
first reinforcement (6) are installed the upper surface of crossbeam (21), longeron (22), just first reinforcement (6) will with crossbeam (21) or partial vegetation subassembly (5) that longeron (22) contacted compress tightly, second reinforcement (7) run through vegetation subassembly (5), just the both ends of second reinforcement (7) are connected with two adjacent longerons (22) respectively.
2. The ecological slope protection structure applied to channel treatment engineering according to claim 1, wherein the vegetation assembly (5) comprises: interlocking slope protection bricks (51) and vegetation (52),
the interlocking type slope protection brick comprises a plurality of interlocking type slope protection bricks (51), wherein vertical through grooves are formed in four sides of each interlocking type slope protection brick (51), a rectangular hole is formed in the middle of each interlocking type slope protection brick (51), the cross sections of the vertical through grooves arranged in the length direction of each interlocking type slope protection brick (51) are in a dovetail shape, and the cross sections of the vertical through grooves arranged in the width direction of each interlocking type slope protection brick (51) are rectangular;
adjacent mutual lock between interlocking formula slope protection brick (51), vegetation (52) are planted in the rectangle aperture, and vegetation (52) still are planted in the hole that is formed by two vertical logical grooves of cross-section for the rectangle form.
3. The ecological slope protection structure applied to channel treatment engineering according to claim 2, wherein the first reinforcement member (6) comprises: a fixed plate (61), a first clamping block (62), a second clamping block (63) and a screw rod (64),
two rows of first clamping blocks (62) are arranged on the bottom surface of the fixing plate (61) along the length direction of the fixing plate, the first clamping blocks (62) are matched with the shape of the vertical through groove, a row of first through holes are formed in the fixing plate (61), the first through holes are located between the two rows of first clamping blocks (62), screw rods (64) are embedded in the cross beam (21) and the longitudinal beam (22), the screw rods (64) are perpendicular to the upper surface of the cross beam (21) or the longitudinal beam (22), a plurality of second clamping blocks (63) are fixedly connected to the lower surface of the fixing plate (61), the second clamping blocks (63) are located between every two adjacent first through holes, and second through holes are formed in the positions, between every two adjacent screw rods (64), of the cross beam (21) and the longitudinal beam (22);
second joint piece (63) joint is in second through-hole department when screw rod (64) run through first through-hole, and first joint piece (62) joint is in vertical logical inslot, the top screw thread of screw rod (64) is equipped with the nut, through screwing up fixed plate (61) fixed mounting is on crossbeam (21) or longeron (22) with the nut.
4. The ecological slope protection structure applied to channel treatment engineering according to claim 3, wherein the second reinforcement member (7) comprises: a steel wire rope (71), a fixed rod (72) and a fixed ring (73),
the thickness of first joint piece (62) is less than the degree of depth of vertical logical groove, pre-buried dead lever (72) in the bottom of first joint piece (62), the solid fixed ring (73) of bottom fixed connection of dead lever (72), wire rope (71) run through two interlocking formula slope protection bricks (51) of looks lock in proper order, wire rope (71) run through solid fixed ring (73), the both ends of wire rope (71) are tied up on solid fixed ring (73), the direction of laying of wire rope (71) is followed the length direction of interlocking formula slope protection brick (51) is laid.
5. The ecological slope protection structure applied to channel treatment engineering according to claim 2, wherein the interlocking slope protection bricks (51) further comprise: the lower surface of the interlocking slope protection brick (51) is pre-embedded with a plurality of pins (511), and when the interlocking slope protection brick (51) is attached to the geotextile (3), the pins (511) penetrate through the geotextile (3) and are inserted into the slope protection.
6. The ecological slope protection structure applied to channel treatment engineering according to claim 2, wherein the interlocking slope protection bricks (51) further comprise: each interlocking slope protection brick (51) is provided with a third through hole, each interlocking slope protection brick (51) is provided with a sponge layer (512) in the third through hole, the third through holes are arranged along the length direction of the interlocking slope protection bricks (51), and the third through holes penetrate through the two vertical through grooves with rectangular cross sections.
7. The ecological slope protection structure applied to channel treatment engineering according to claim 1, wherein the channel bottom (1) comprises: gravel cushion (11) and concrete are pressed down foot (12), gravel cushion (11) have been laid to the bottom of channel, concrete is pressed down foot (12) have been laid to the top of gravel cushion (11).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921940668.9U CN211446799U (en) | 2019-11-11 | 2019-11-11 | Be applied to ecological slope protection structure among channel treatment project |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921940668.9U CN211446799U (en) | 2019-11-11 | 2019-11-11 | Be applied to ecological slope protection structure among channel treatment project |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211446799U true CN211446799U (en) | 2020-09-08 |
Family
ID=72315907
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921940668.9U Active CN211446799U (en) | 2019-11-11 | 2019-11-11 | Be applied to ecological slope protection structure among channel treatment project |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211446799U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113047225A (en) * | 2021-03-24 | 2021-06-29 | 桃源县水电工程建设有限责任公司 | Protection system for side slope of hydraulic and hydroelectric engineering and construction method thereof |
| CN114481953A (en) * | 2022-01-28 | 2022-05-13 | 长江勘测规划设计研究有限责任公司 | Ecological slope protection without destroying integrity of built dike hard slope protection and construction method thereof |
-
2019
- 2019-11-11 CN CN201921940668.9U patent/CN211446799U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113047225A (en) * | 2021-03-24 | 2021-06-29 | 桃源县水电工程建设有限责任公司 | Protection system for side slope of hydraulic and hydroelectric engineering and construction method thereof |
| CN114481953A (en) * | 2022-01-28 | 2022-05-13 | 长江勘测规划设计研究有限责任公司 | Ecological slope protection without destroying integrity of built dike hard slope protection and construction method thereof |
| CN114481953B (en) * | 2022-01-28 | 2024-02-02 | 长江勘测规划设计研究有限责任公司 | Ecological slope protection without damaging integrity of hard slope protection of established embankment and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| KR100919759B1 (en) | A sparse mat and that of method | |
| CN211446799U (en) | Be applied to ecological slope protection structure among channel treatment project | |
| CN107859055B (en) | A kind of lattice guest's Retaining wall method applied to bank slope protection | |
| KR100770162B1 (en) | Planting block establish structure | |
| CN112431213A (en) | Ecological comprehensive treatment structure for semi-rigid support of artificial slope and construction method thereof | |
| CN104818734B (en) | Control completely decomposed granite side slope damage by water waterproof and water drainage system and construction method thereof | |
| KR100664705B1 (en) | The block for the river bed protection, and the construction method of this | |
| CN213173774U (en) | Side slope protection structure | |
| CN216973293U (en) | Ecological retaining brick with novel structure | |
| KR101250499B1 (en) | Block assembly for planting breast wall and construction method thereof | |
| CN214832386U (en) | Water conservancy river course bank protection | |
| CN113338312A (en) | Ecological bank protection structure of coconut palm soil bag | |
| CN211948243U (en) | Road and bridge engineering toper bank protection | |
| CN111501667B (en) | Ecological slope protection structure for hydraulic engineering | |
| CN212477800U (en) | Anchoring gabion retaining wall | |
| CN211395412U (en) | Crossing dyke culvert pipe export protects step structure | |
| CN210002422U (en) | broken rock soil body cutting slope flexible retaining reinforced structure | |
| CN112726504A (en) | Ecological retaining wall bank protection | |
| CN112323825A (en) | Cracked rock slope supporting structure | |
| CN217580222U (en) | Landslide prevention building structure | |
| CN220685961U (en) | Ecological slope protection building block for river course revetment and mounting structure thereof | |
| CN109577275B (en) | Retaining wall and construction method thereof | |
| CN215482720U (en) | Firm type river course shore protection structure | |
| CN219653642U (en) | Subsurface flow type ecological slope protection | |
| CN213328905U (en) | Ecological environment-friendly water conservancy bank protection |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |