CN111794184A - River course slope protection construction method - Google Patents
River course slope protection construction method Download PDFInfo
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- CN111794184A CN111794184A CN202010690171.7A CN202010690171A CN111794184A CN 111794184 A CN111794184 A CN 111794184A CN 202010690171 A CN202010690171 A CN 202010690171A CN 111794184 A CN111794184 A CN 111794184A
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- river course
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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
- E02B3/121—Devices for applying linings on banks or the water bottom
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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
- E02B3/128—Coherent linings made on the spot, e.g. cast in situ, extruded on the spot
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
Abstract
The invention relates to a river course slope protection construction method, which uses river course slope protection construction equipment, wherein the river course slope protection construction equipment comprises two outer frames, a connecting piece and a mould plate, the outer frames are divided into a left outer frame and a right outer frame, the connecting piece is symmetrically arranged between the left outer frame and the right outer frame from top to bottom, and the mould plates are arranged on the inner side walls of the outer frames and the inner side walls of the connecting piece through positioning components. The invention can solve the problems existing in the construction of river channel revetments at present: when the existing slope protection plate manufacturing mold is placed on a river slope surface, due to different inclination angles of the river slope surface, the fixing of the manufacturing mold cannot be very stable, and the position of the manufacturing mold can change due to soil loosening, so that the appearance of the slope protection plate is deformed; and the slope protection plate manufactured by the used slope protection plate manufacturing mold is in plane contact with the river slope surface, so that the risk of landslide is easy to occur after the soil is dry in the later period or the soil with overlarge rainfall is wet through.
Description
Technical Field
The invention relates to the technical field of river course construction, in particular to a river course protection slope construction method.
Background
River rivers flow's in-process in the river course, can take away the earth on river bank a bit, the earth loss on the river bank can be very serious in the past in this long time, cause crops can not to plant, the road narrows down and damages even, still can make submarine silt increase in the river course, influence the flow of rivers, thereby it is difficult to survive to lead to the biology in the river, flood season, a large amount of precipitation is difficult to discharge, can cause the village farmland to submerge, personal safety appears, economic loss scheduling problem, therefore, to the domatic protection in both sides of river course, become the important thing.
At present, when a river course revetment is constructed, the following problems exist: when the existing slope protection plate manufacturing mold is placed on a river slope surface, due to different inclination angles of the river slope surface, the fixing of the manufacturing mold cannot be very stable, and the position of the manufacturing mold can change due to soil loosening, so that the appearance of the slope protection plate is deformed irregularly when the slope protection plate is manufactured; and the slope protection plate made by the used slope protection plate making mold is in plane contact with the river slope surface, so that after the soil is dry in the later period or the soil with overlarge rainfall is wet, the risk of landslide is easy to occur, the service life of the slope protection plate is shortened, the use value is reduced, and the use effect is poor.
Disclosure of Invention
The invention aims to provide a river course slope protection construction method to solve the problems in the background technology.
In order to achieve the purpose, the invention provides the following technical scheme:
a river course bank protection construction method uses a river course bank protection construction device, the river course bank protection construction device comprises an outer frame, a connecting piece and a mould plate, and the concrete method when the river course bank protection construction device is adopted to manufacture the bank protection plates on the slopes on the two sides of a river course is as follows:
step one, preparation operation: assembling an outer frame, a connecting piece and a mould plate in the river course slope protection construction equipment, and preparing concrete and reinforcing steel bars for manufacturing the river course slope protection plate;
step two, equipment position installation: moving the river course slope protection construction equipment assembled and debugged in the step one to the slopes on two sides of the river course on which slope protection operation is required, then moving the river course slope protection construction equipment to a proper position on the slope of the river course, installing and fixing the river course slope protection construction equipment, and adjusting the depth of the fixed river course slope protection construction equipment according to the slopes of the slopes on the two sides of the river course;
step three, manufacturing a slope protection plate: uniformly stirring the prepared concrete for manufacturing the slope protection plate in the step one, pouring a certain amount of concrete into river channel slope protection construction equipment according to the thickness of the required slope protection plate, adding a plurality of reinforcing steel bars, and uniformly spreading the concrete until the slope protection plate is solidified and molded;
step four, dismantling equipment: after the slope protection plate in the third step is manufactured, dismantling river course slope protection construction equipment and neatly storing the equipment;
the outer frames are divided into a left outer frame and a right outer frame, connecting pieces are symmetrically arranged between the left outer frame and the right outer frame from top to bottom, and mold plates are arranged on the inner side walls of the outer frames and the inner side walls of the connecting pieces by using positioning assemblies; wherein:
the connecting piece comprises connecting rods and connecting blocks, a plurality of connecting rods are arranged between the left outer frame and the right outer frame, adjacent connecting rods are connected through the connecting blocks, and a slotting assembly is arranged between the die plate and the middle part of each connecting rod;
the positioning component comprises a positioning chute, a positioning slide bar, a positioning screw rod, a positioning through hole, a positioning slide block, a positioning shaft lever, a positioning lever, a waist-shaped chute and a positioning pin shaft, the positioning chute is arranged on the connecting block, the positioning slide bar is slidably mounted in the positioning chute, the outer side wall of the die plate is connected with one end of the positioning slide bar, the positioning screw rod is arranged between the positioning chute and the positioning slide bar, the connecting block is in threaded fit connection with the positioning screw rod, the positioning slide bar is in rotational connection with the positioning screw rod, the positioning through hole is arranged in the positioning screw rod from top to bottom, the positioning slide block is slidably mounted in the positioning through hole, the positioning shaft lever penetrates through the upper end and the lower end of the positioning through hole, the positioning slide block is in threaded fit connection with the positioning shaft lever, the positioning lever, and the waist-shaped sliding groove and the positioning pin shaft are rotatably connected and slidably connected.
As a further scheme of the invention: the inner side face of the lower end of the die plate is designed to be a vertical plane, the outer side face is designed to be an inclined plane, and the striking blocks are symmetrically arranged on the die plate on the inner side wall of the connecting piece in a bilateral mode.
As a further scheme of the invention: the outer frame that is closing between the adjacent mould board has been seted up on and has been erected the groove, erects inslot slidable mounting and has the pin, erects to slide between groove lateral wall and the pin and be provided with buffer spring, and the pin front end sets up between adjacent mould board.
As a further scheme of the invention: the angle formed between the positioning screw rod and the positioning rod is always an acute angle, and the section of the outer end of the positioning rod is triangular and is obliquely arranged upwards.
As a further scheme of the invention: the slotting component comprises a rectangular groove, slotting pin holes, a U-shaped groove, an arc-shaped plate, slotting top grooves and slotting pin rods, the rectangular groove is formed in the outer side of the middle of the connecting rod, a plurality of slotting pin holes are uniformly formed in the inner side wall of the rectangular groove from top to bottom, the U-shaped groove is formed in a die plate located on the relative position, the bottom of the U-shaped groove is connected with the bottom of the arc-shaped plate through a hinge, the upper end of the U-shaped groove is connected with the upper end of the arc-shaped plate through a stretching spring, a plurality of slotting top grooves are uniformly formed in the inner side wall of the arc-shaped plate from top to bottom, the.
As a further scheme of the invention: a plurality of moving grooves are evenly formed in two side walls of the U-shaped groove, clamping blocks are slidably mounted in the moving grooves through supporting springs, a plurality of clamping grooves are symmetrically and evenly formed in two side surfaces of the arc-shaped plate, and the clamping blocks can be connected with the clamping grooves in a matched mode.
Compared with the prior art, the invention has the following advantages:
can solve the problem that the prior river course slope protection construction has the following problems: when the existing slope protection plate manufacturing mold is placed on a river slope surface, due to different inclination angles of the river slope surface, the fixing of the manufacturing mold cannot be very stable, and the position of the manufacturing mold can change due to soil loosening, so that the appearance of the slope protection plate is deformed irregularly when the slope protection plate is manufactured; the slope protection plate manufactured by the used slope protection plate manufacturing mold is in plane contact with the river slope surface, so that the risk of landslide is easy to occur after the soil is dry in the later period or the soil with overlarge rainfall is wet, the service life of the slope protection plate is shortened, the use value is reduced, and the use effect is poor;
when the equipment is used for manufacturing the river slope surface slope protection plate, the positioning assembly can firmly fix the equipment at a specified place, the position of the slope protection plate manufacturing equipment cannot be changed due to soil loosening, the grooving assembly can pre-open a plurality of conical cavities at the slope surface position for manufacturing the slope protection plate, and after concrete is poured into the slope protection plate manufacturing equipment, the slope protection plate is solidified and molded, a plurality of conical concrete columns can be formed on the lower surface of the slope protection plate and inserted into slope surface soil, so that the slope protection plate and the slope surface soil can be firmly fixed together, and the risk of landslide cannot occur even if the soil is too dry or too wet;
the connecting piece designed by the invention can be used for opening the outer frames when the slope protection plate is manufactured, installing the die plate to manufacture the slope protection plate, and folding and shrinking the connecting piece between the outer frames after the die plate is taken out after the slope protection plate is manufactured, so that the space occupied by equipment when the equipment is not used is saved.
Drawings
The invention is further illustrated with reference to the following figures and examples.
FIG. 1 is a flow chart of the operation of the present invention;
FIG. 2 is a schematic top cross-sectional view of the present invention;
FIG. 3 is a schematic cross-sectional view taken along line A-A of FIG. 2 in accordance with the present invention;
FIG. 4 is a schematic cross-sectional view taken along line B-B of FIG. 2 in accordance with the present invention;
FIG. 5 is an enlarged view of FIG. 2 at C of the present invention;
fig. 6 is an enlarged view of fig. 2D of the present invention.
Detailed Description
In order to make the technical means, the creation features, the achievement purposes and the effects of the invention easy to understand, the invention is further explained with reference to fig. 1 to 6.
A river course bank protection construction method uses a river course bank protection construction device, the river course bank protection construction device comprises an outer frame 1, a connecting piece 2 and a mould plate 3, and the specific method when the river course bank protection construction device is adopted to manufacture the bank protection plates on the slopes on the two sides of a river course is as follows:
step one, preparation operation: assembling an outer frame 1, a connecting piece 2 and a mould plate 3 in the river course slope protection construction equipment, and preparing concrete and reinforcing steel bars for manufacturing the river course slope protection plate;
step two, equipment position installation: moving the river course slope protection construction equipment assembled and debugged in the step one to the slopes on two sides of the river course on which slope protection operation is required, then moving the river course slope protection construction equipment to a proper position on the slope of the river course, installing and fixing the river course slope protection construction equipment, and adjusting the depth of the fixed river course slope protection construction equipment according to the slopes of the slopes on the two sides of the river course;
step three, manufacturing a slope protection plate: uniformly stirring the prepared concrete for manufacturing the slope protection plate in the step one, pouring a certain amount of concrete into river channel slope protection construction equipment according to the thickness of the required slope protection plate, adding a plurality of reinforcing steel bars, and uniformly spreading the concrete until the slope protection plate is solidified and molded;
step four, dismantling equipment: after the slope protection plate in the third step is manufactured, dismantling river course slope protection construction equipment and neatly storing the equipment;
the outer frames 1 are divided into a left outer frame and a right outer frame, connecting pieces 2 are symmetrically arranged between the left outer frame and the right outer frame 1 from top to bottom, and mold plates 3 are arranged on the inner side walls of the outer frames 1 and the inner side walls of the connecting pieces 2 by using positioning assemblies 10; wherein:
the connecting piece 2 comprises connecting rods 20 and connecting blocks 21, a plurality of connecting rods 20 are arranged between the left outer frame 1 and the right outer frame 1, adjacent connecting rods 20 are connected through the connecting blocks 21, and a slotting component 11 is arranged between the die plate 3 and the middle parts of the connecting rods 20; during specific work, the connecting rod 20 and the connecting block 21 can be folded, the left outer frame 1 and the right outer frame 1 can be folded to be stored when not used through the connecting rod 20 and the connecting block 21, the occupied space of the whole device is reduced, the grooving component 11 can be formed in the edge of the die plate 3 to form a conical groove, and therefore the interaction effect between the slope protection plate and the soil is better.
The inner side surface of the lower end of the die plate 3 is designed to be a vertical plane, the outer side surface is designed to be an inclined plane, and striking blocks 30 are symmetrically arranged on the outer side of the die plate 3 on the inner side wall of the connecting piece 2 in the left-right direction; during specific work, the inner side face of the lower end of the mold plate 3 is designed to be a vertical plane, the outer side face is designed to be an inclined plane, the mold plate 2 can be easily inserted into soil along with the positioning assembly 10, subsequent grooving operation of the grooving assembly 11 is facilitated, the problem that mutual movement cannot occur between the mold plate 3 and the soil is solved, and the striking block 30 can detach the outer frame 1 and break away from the edge of the mold plate 3 and the slope protection plate through striking the striking block 30.
A vertical groove 12 is formed in the outer frame 1 adjacent to the adjacent die plates 3, a stop rod 13 is slidably mounted in the vertical groove 12, a buffer spring is slidably arranged between the side wall of the vertical groove 12 and the stop rod 13, and the front end of the stop rod 13 is arranged between the adjacent die plates 3; during specific work, pin 13 can be so that the mould board 3 that is located on 2 inside walls of connecting piece and the place check that is located the contact between the mould board 3 on the outline inside wall keep off, and make and do not have the intermittent type between the adjacent mould board 3, make the fender more regular more complete when the preparation, and wait until the fender solidifies the shaping and need the drawing of patterns, strike pin 13's outer end, can make and separate between the adjacent mould board 3, and there is a vibration to the fender, make mould board 3 separate between easier and the fender.
The positioning assembly 10 comprises a positioning chute 101, a positioning slide bar 102, a positioning screw 103, a positioning through hole 104, a positioning slider 105, a positioning shaft rod 106, a positioning rod 107, a waist-shaped chute 108 and a positioning pin 109, the connecting block 21 is provided with the positioning chute 101, the positioning slide bar 102 is slidably mounted in the positioning chute 101, the outer side wall of the mold plate 3 is connected with one end of the positioning slide bar 102, the positioning screw 103 is arranged between the positioning chute 101 and the positioning slide bar 102, the connecting block 21 is connected with the positioning screw 103 in a threaded fit manner, the positioning slide bar 102 is rotatably connected with the positioning screw 103, the positioning through hole 104 is formed in the positioning screw 103 from top to bottom, the positioning slider 105 is slidably mounted in the positioning through hole 104, the upper end and the lower end of the positioning through hole 104 penetrate through the positioning shaft rod 106, the positioning slider 105 is connected with the positioning shaft rod 106, a waist-shaped chute 108 is formed in the positioning rod 107, a positioning pin shaft 109 is arranged between the positioning screw 103 and the waist-shaped chute 108, and the waist-shaped chute 108 and the positioning pin shaft 109 are rotatably and slidably connected; during specific work, the positioning screw 103 is rotated, the positioning slide rod 102 slides downwards in the positioning chute 101, the positioning slide rod 102 drives the mold plate 3 to move downwards to be inserted into soil along with the rotation of the positioning screw 103, the positioning screw 103 can drill into the soil, after the positioning screw 103 enters the soil for a certain length, the positioning shaft rod 106 starts to rotate, the positioning slide block 105 moves upwards in the positioning through hole 104, then the positioning slide block 105 moves upwards to drive the positioning rod 107 to extend out of the positioning screw 103, and rotates and moves around the positioning pin shaft 109, so that the outer end of the positioning rod 107 is inserted into the soil, and the outer frame 1, the connecting piece 2 and the mold plate 3 are firmly fixed on the surface of the soil.
An angle formed between the positioning screw 103 and the positioning rod 107 is always an acute angle, and the section of the outer end of the positioning rod 107 is triangular and is obliquely arranged upwards; during specific work, the angle that forms between positioning screw 103 and the locating lever 107 is the acute angle all the time, and locating lever 107 outer end cross-section upwards sets up for triangle-shaped and slope for locating lever 107 forms the structure that the barb is the same at positioning screw 103 lower extreme, and the resistance between positioning screw 103 and the soil can be imitated the increase like this, and locating lever 107 outer end cross-section can make locating lever 107 inject in the soil more easily for triangle-shaped.
The slotting component 11 comprises a rectangular groove 111, slotting pin holes 112, U-shaped grooves 113, an arc-shaped plate 114, slotting top grooves 115 and slotting pin rods 116, the rectangular groove 111 is formed in the outer side of the middle of the connecting rod 20, a plurality of slotting pin holes 112 are uniformly formed in the inner side wall of the rectangular groove 111 from top to bottom, the U-shaped groove 113 is formed in the die plate 3 located at the opposite position, the bottom of the U-shaped groove 113 is connected with the bottom of the arc-shaped plate 114 through a hinge, the upper end of the U-shaped groove 113 is connected with the upper end of the arc-shaped plate 114 through a tension spring, a plurality of slotting top grooves 115 are uniformly formed in the inner side wall of the arc-shaped plate 114 from top to bottom, the slotting pin holes 112 correspond; during specific work, when outline 1, connecting piece 2 and mould board 3 are fixed by locating subassembly 10, the lower extreme of mould board 3 can inject partly in the soil, then according to domatic inclination, confirm how long the conical concrete column of design between fender and the soil needs, then rotate fluting pin pole 116 in fluting pinhole 112, make fluting pin pole 116 one end top in fluting top groove 115, thereby with arc 114 follow U type inslot 113 back of certain distance of top, can open a conical groove on the surface of soil, can form conical concrete column at the fender lower surface after pouring into the concrete, make there is stronger interact power between fender and the soil, the two relative gliding problem can not take place for the two.
A plurality of moving grooves 1131 are uniformly formed in two side walls of the U-shaped groove 113, a clamping block 1132 is slidably mounted in the moving grooves 1131 through a supporting spring, a plurality of clamping grooves 1133 are symmetrically and uniformly formed in two side surfaces of the arc plate 114, and the clamping block 1132 is connected with the clamping grooves 1133 in a matching manner; during specific work, when the grooving operation is not needed, the clamping blocks 1132 on the two side walls of the U-shaped groove 113 can be in contact fit with the clamping grooves 1133 symmetrically and uniformly arranged on the two side surfaces of the arc plate 114, the arc plate 114 is clamped in the U-shaped groove 113, when the grooving operation is needed, the grooving pin 116 can eject the U-shaped groove 113 out of the arc plate 114, and the clamping grooves 1133 and the clamping blocks 1132 are designed to play a role in temporarily limiting the movement of the arc plate 114.
The foregoing illustrates and describes the principles, general features, and advantages of the present invention. It will be understood by those skilled in the art that the present invention is not limited to the embodiments described above, which are given by way of illustration of the principles of the present invention, and that various changes and modifications may be made without departing from the spirit and scope of the invention as defined by the appended claims. The scope of the invention is defined by the appended claims and equivalents thereof.
Claims (6)
1. The utility model provides a river course bank protection construction method, its has used a river course bank protection construction equipment, and this river course bank protection construction equipment includes outline (1), connecting piece (2) and mould board (3), its characterized in that: the concrete method for manufacturing the slope protection plates on the slopes on the two sides of the river by adopting the river course slope protection construction equipment is as follows:
step one, preparation operation: assembling an outer frame (1), a connecting piece (2) and a mould plate (3) in the river course slope protection construction equipment, and preparing concrete and reinforcing steel bars for manufacturing the river course slope protection plate;
step two, equipment position installation: moving the river course slope protection construction equipment assembled and debugged in the step one to the slopes on two sides of the river course on which slope protection operation is required, then moving the river course slope protection construction equipment to a proper position on the slope of the river course, installing and fixing the river course slope protection construction equipment, and adjusting the depth of the fixed river course slope protection construction equipment according to the slopes of the slopes on the two sides of the river course;
step three, manufacturing a slope protection plate: uniformly stirring the prepared concrete for manufacturing the slope protection plate in the step one, pouring a certain amount of concrete into river channel slope protection construction equipment according to the thickness of the required slope protection plate, adding a plurality of reinforcing steel bars, and uniformly spreading the concrete until the slope protection plate is solidified and molded;
step four, dismantling equipment: after the slope protection plate in the third step is manufactured, dismantling river course slope protection construction equipment and neatly storing the equipment;
the outer frames (1) are divided into a left outer frame and a right outer frame, the connecting pieces (2) are arranged between the left outer frame and the right outer frame (1) in an up-down symmetrical mode, and the die plates (3) are arranged on the inner side walls of the outer frames (1) and the inner side walls of the connecting pieces (2) through positioning assemblies (10); wherein:
the connecting piece (2) comprises connecting rods (20) and connecting blocks (21), a plurality of connecting rods (20) are arranged between the left outer frame (1) and the right outer frame (1), adjacent connecting rods (20) are connected through the connecting blocks (21), and a slotting assembly (11) is arranged between the die plate (3) and the middle parts of the connecting rods (20);
the positioning component (10) comprises a positioning chute (101), a positioning slide bar (102), a positioning screw (103), a positioning through hole (104), a positioning sliding block (105), a positioning shaft rod (106), a positioning rod (107), a waist-shaped chute (108) and a positioning pin shaft (109), the positioning chute (101) is arranged on the connecting block (21), the positioning slide bar (102) is arranged in the positioning chute (101) in a sliding manner, the outer side wall of the mold plate (3) is connected with one end of the positioning slide bar (102), the positioning screw (103) is arranged between the positioning chute (101) and the positioning slide bar (102), the connecting block (21) and the positioning screw (103) are connected in a threaded fit manner, the positioning slide bar (102) is rotatably connected with the positioning screw (103), the positioning through hole (104) is arranged in the positioning screw (103) from top to bottom, the positioning sliding block (105), and pass location axostylus axostyle (106) between the upper and lower end of positioning hole (104), pass through screw-thread fit connection between location slider (105) and location axostylus axostyle (106), location pole (107) are installed through round pin axle rotation to the location slider (105) left and right sides, waist type spout (108) have been seted up on location pole (107), be provided with between location screw (103) and waist type spout (108) location round pin axle (109), and rotatable coupling and sliding connection between waist type spout (108) and location round pin axle (109).
2. The river course slope protection construction method according to claim 1, characterized in that: the inner side face of the lower end of the die plate (3) is designed to be a vertical plane, the outer side face is designed to be an inclined plane, and the striking blocks (30) are symmetrically arranged on the outer side of the die plate (3) on the inner side wall of the connecting piece (2) in a left-right mode.
3. The river course slope protection construction method according to claim 1, characterized in that: erect groove (12) have been seted up on outer frame (1) adjacent between adjacent mould board (3), erect that slidable mounting has pin (13) in groove (12), erect and slide between groove (12) lateral wall and pin (13) and be provided with buffer spring, and pin (13) front end sets up between adjacent mould board (3).
4. The river course slope protection construction method according to claim 1, characterized in that: the angle formed between the positioning screw rod (103) and the positioning rod (107) is always an acute angle, and the section of the outer end of the positioning rod (107) is triangular and is arranged obliquely upwards.
5. The river course slope protection construction method according to claim 1, characterized in that: the slotting component (11) comprises a rectangular groove (111), slotting pin holes (112), a U-shaped groove (113), an arc plate (114), slotting top grooves (115) and slotting pin rods (116), the rectangular groove (111) is arranged on the outer side in the middle of a connecting rod (20), a plurality of slotting pin holes (112) are uniformly formed in the inner side wall of the rectangular groove (111) from top to bottom, the U-shaped groove (113) is formed in a die plate (3) located at the relative position, the bottom of the U-shaped groove (113) is connected with the bottom of the arc plate (114) through a hinge, the upper end of the U-shaped groove (113) is connected with the upper end of the arc plate (114) through a stretching spring, a plurality of slotting top grooves (115) are uniformly formed in the inner side wall of the arc plate (114) from top to bottom, the slotting pin holes (112) correspond to the slotting top grooves (115).
6. The river course slope protection construction method according to claim 5, characterized in that: a plurality of moving groove (1131) have evenly been seted up on U type groove (113) both sides wall, have fixture block (1132) through supporting spring slidable mounting in moving groove (1131), and a plurality of draw-in groove (1133) have evenly been seted up to the symmetry on arc (114) both sides face, and fixture block (1132) and draw-in groove (1133) can be connected in a mating manner.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN202010690171.7A CN111794184B (en) | 2020-07-17 | 2020-07-17 | River course slope protection construction method |
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|---|---|---|---|
| CN202010690171.7A CN111794184B (en) | 2020-07-17 | 2020-07-17 | River course slope protection construction method |
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| CN111794184B CN111794184B (en) | 2021-03-05 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113494063A (en) * | 2021-06-24 | 2021-10-12 | 北京碧鑫水务有限公司 | River course bank protection concrete pouring template system |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102900088A (en) * | 2011-07-26 | 2013-01-30 | 王建军 | Cast-in-place ecological slope protection and construction method thereof |
| JP2015214797A (en) * | 2014-05-08 | 2015-12-03 | 大成建設株式会社 | Slope protection method using slope formwork material of biodegradable solidification molding |
| CN105421470A (en) * | 2015-11-18 | 2016-03-23 | 江西双德建筑工程有限公司 | Construction method for assembled type anchor rod and arch framework combined type ecological slope protection |
| CN106759104A (en) * | 2016-12-29 | 2017-05-31 | 浙江大学城市学院 | Ecological slope protection structure and construction method |
| CN108396707A (en) * | 2018-01-23 | 2018-08-14 | 浙江建设职业技术学院 | A kind of novel ecological channel revetment structure and its construction method |
| CN108442390A (en) * | 2018-03-26 | 2018-08-24 | 中铁三局集团有限公司 | A kind of roadbed side slope combination protection mechanization efficient construction method |
| CN208762957U (en) * | 2018-07-19 | 2019-04-19 | 上海勘测设计研究院有限公司 | A kind of protective slope structure |
| CN210684611U (en) * | 2019-08-15 | 2020-06-05 | 重庆市开州区佩云淡水养殖场 | Slope protection structure for ecological pond fish culture |
-
2020
- 2020-07-17 CN CN202010690171.7A patent/CN111794184B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102900088A (en) * | 2011-07-26 | 2013-01-30 | 王建军 | Cast-in-place ecological slope protection and construction method thereof |
| JP2015214797A (en) * | 2014-05-08 | 2015-12-03 | 大成建設株式会社 | Slope protection method using slope formwork material of biodegradable solidification molding |
| CN105421470A (en) * | 2015-11-18 | 2016-03-23 | 江西双德建筑工程有限公司 | Construction method for assembled type anchor rod and arch framework combined type ecological slope protection |
| CN106759104A (en) * | 2016-12-29 | 2017-05-31 | 浙江大学城市学院 | Ecological slope protection structure and construction method |
| CN108396707A (en) * | 2018-01-23 | 2018-08-14 | 浙江建设职业技术学院 | A kind of novel ecological channel revetment structure and its construction method |
| CN108442390A (en) * | 2018-03-26 | 2018-08-24 | 中铁三局集团有限公司 | A kind of roadbed side slope combination protection mechanization efficient construction method |
| CN208762957U (en) * | 2018-07-19 | 2019-04-19 | 上海勘测设计研究院有限公司 | A kind of protective slope structure |
| CN210684611U (en) * | 2019-08-15 | 2020-06-05 | 重庆市开州区佩云淡水养殖场 | Slope protection structure for ecological pond fish culture |
Cited By (1)
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| CN113494063A (en) * | 2021-06-24 | 2021-10-12 | 北京碧鑫水务有限公司 | River course bank protection concrete pouring template system |
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