CN112921896A - Water conservancy dyke slope protection structure of quick construction - Google Patents
Water conservancy dyke slope protection structure of quick construction Download PDFInfo
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- CN112921896A CN112921896A CN202110130994.9A CN202110130994A CN112921896A CN 112921896 A CN112921896 A CN 112921896A CN 202110130994 A CN202110130994 A CN 202110130994A CN 112921896 A CN112921896 A CN 112921896A
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 79
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- 235000017166 Bambusa arundinacea Nutrition 0.000 claims abstract description 5
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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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- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
Abstract
The invention relates to a water conservancy embankment slope protection structure capable of being constructed quickly. A first hole groove which can run through the spring screw is formed in the center of the first expansion plate; a second hole groove which can run through the spring seat is formed in the center of the second expansion plate; the side surface of the second expansion plate is provided with a first bolt hole which is transversely communicated with the side wall of the second hole groove; a second bolt hole is transversely formed in the middle of the spring screw rod; the spring seat is sleeved with a spring screw, and then is penetrated by a pin through a first bolt hole and is limited and fixed through a second bolt hole of the spring screw; the invention has the beneficial effects that: the construction efficiency is improved by adopting a modular water wavelike deck unit structure; and the material of slope planking strip, tiling lath is selected and is gone up for the bamboo valve block, because slope pull rod, the embedding soil layer of tie rod and the concrete of pouring into from the pore can realize whole unit structure in the last stability of wavelength of soil in addition to can prevent the problem of the collapse of in-process earthwork that uses water wavelength.
Description
Technical Field
The invention relates to a water conservancy embankment slope protection structure capable of being constructed quickly.
Background
The "water waver" is a kind of dam, also called low dam. The water level of the river channel is improved to change the flow direction of partial water flow of the water body, such as irrigation, river channel water taking and the like. The difference between the dam and the common dam is mainly the outflow form. The low dam takes water according to the water level, and the excess water is discharged in an overflow mode; the ordinary dam uses water head by a water discharge opening or power generation. And a certain-scale storage capacity is formed, and the low dam has a regulating function, and basically has no regulating and storing function. The water in the common dam is not allowed to overflow directly from the top of the dam, so the dam is provided with a flood discharge gate. The low dam is not needed to be arranged, and only the sand washing gate is needed to be arranged. Therefore, the dam height is not measured, and is mainly distinguished by functions. The low dam should therefore not be related to storage capacity. Therefore, the "water wavelength" is structurally simple and flexible in a state where it needs to be re-laid, and also needs to be inexpensive in cost and in consideration of structural reliability.
Disclosure of Invention
The invention aims to provide a water conservancy embankment slope protection structure capable of being constructed quickly.
The invention adopts the following technical scheme for solving the technical problems: a water conservancy dyke bank protection structure of quick construction, its main structure has: first expansion plate, second expansion plate, spring screw, spring holder, pin, slope pull rod, first ligature hole, bolt hole, flat pull rod, second ligature hole, slope lath, first grout hole, first plate hole, tiling lath, second grout hole, second plate hole, inserted sheet, commentaries on classics pipe, spring pipe, screw rod, nut, double-layered pipe, plastics ring piece, high strength fiber rope, metal pull rod, its characterized in that: a first hole groove which can run through the spring screw is formed in the center of the first expansion plate; a second hole groove which can run through the spring seat is formed in the center of the second expansion plate; the side surface of the second expansion plate is provided with a first bolt hole which is transversely communicated with the side wall of the second hole groove; a second bolt hole is transversely formed in the middle of the spring screw rod; the spring seat is sleeved with a spring screw, and then is penetrated by a pin through a first bolt hole and is limited and fixed through a second bolt hole of the spring screw; the first expansion plate, the second expansion plate, the spring screw, the spring seat and the pin form a pull rod expansion module;
a nut is screwed into the tail end of one end of the screw, and then a clamping pipe, a plastic ring piece, a slope lath or a tiled lath, a plastic ring piece and a clamping pipe are sequentially sleeved in the screw in a circulating manner; the other end of the screw is screwed with a nut;
first binding holes are transversely formed in the slope pull rod at equal intervals, and bolt rod holes are formed in the middle of the slope pull rod; the slope paving plate strips are placed on two adjacent slope pull rods, first grouting holes are longitudinally arranged on the slope paving plate strips at equal intervals, first plate holes are uniformly distributed on two sides of each slope paving plate strip, and the first plate holes are bound and fastened with first binding holes formed in the two slope pull rods through hemp rope strips; the pin rod holes arranged on the slope pull rods are fixed by the metal pull rods which transversely penetrate through the pin rod holes;
second binding holes are transversely formed in the horizontal pull rod at equal intervals; the two adjacent flat pull rods are provided with a second grouting hole longitudinally at equal intervals, and second plate holes are uniformly distributed on two sides of the flat pull rods and are bound and fastened with the second plate holes formed in the two flat pull rods through hemp rope strips;
micropores are formed in the tail ends of two adjacent flat pull rods, high-strength fiber ropes penetrate through the micropores, the tail ends of the two ends of the rotating pipe are welded into a whole to form inserting pieces, and the high-strength fiber ropes penetrate through the rotating pipe; the starting end of the high-strength fiber rope is tied with a knot, and the tail end of the high-strength fiber rope tightens the whole high-strength fiber rope in a dead knot tying mode;
reinforce and reform transform formula water and wave mounting means: firstly, excavating earthwork in a municipal engineering place needing construction of a water wave, and excavating an inverted trapezoidal water wave channel with a slope by using an excavator according to a design drawing of construction planning;
according to the strength requirement of a design construction drawing, firstly placing a slope pull rod of the construction drawing on a corrected soil slope in an inclined standing state; and the distance between every two slope pull rods is the same; after arrangement, placing slope laying strip strips on every two adjacent slope pull rods, and fastening the slope laying strip strips and the slope pull rods in a magical strip binding mode; flattening the edge of the top of the water wave through an excavator; inserting a flat pull rod on the edge of the top of the water segment in a longitudinal insertion mode;
in the process, the planking with the inclined water wavelike part and the planking along the edge of the top of the water wavelike part are finished, and the distances between the planking and the water wavelike part meet the design requirements because the flat pull rods and the slope planking strips are installed for construction after lofting; then, a screw rod is inserted into a hole reserved at the intersection of the horizontal pull rod and the slope deckboard, and a clamping pipe is arranged between each two plastic ring sheets; the two plastic ring sheets limit and clamp the head ends of the flat pull rod and the slope plank bar; the head and the tail ends of the screw are fastened by screwing nuts to the whole serially connected blocks;
the rotating pipe is arranged between the tail ends of the two flat pull rods and is manually or mechanically assisted to rotate the rotating pipe by 90 degrees, so that the inserting piece can be inserted into a soil layer along the edge of the top of the wave and the integral structure of the wave and the soil is prevented from sliding downwards;
after the framework construction structure is completed, grouting the surface layers of the slope planks and the tiled planks by pumping fine aggregate concrete marked by C15-C25, and ensuring that the pumping fine aggregate concrete can penetrate into the first grouting holes and the second grouting holes formed in the slope planks and the tiled planks;
the number of the slope plank bars is 8-15, and the slope plank bars are of a water wavelike plank unit structure; after the framework construction structure is completed between every two adjacent water wavelength and plank unit structures, removing pins in the pull rod expansion module; the spring seats in the pull rod expansion module are bounced open, so that the slope pull rod and the horizontal pull rod at the edge position of the water wavelike deck unit structure generate outward-pushing prestress.
Furthermore, the materials of the slope plank strip and the flat plank strip are selected to be bamboo valve plates.
Furthermore, the slope planking strips and the flat planking strips are both covered with fine stone concrete layers with the thickness of 5-10 cm.
Furthermore, a set of draw bar expansion module is arranged in each unit structure slope plank bar, and a spring seat in each draw bar expansion module can generate elastic force within 150 kilograms.
Furthermore, the aggregate grain diameter of the fine stone concrete is smaller than that of the first grouting hole and the second grouting hole.
Furthermore, the depth of the fine stone concrete poured into the first grouting hole and the second grouting hole is the same as the longitudinal width of the slope plank and the horizontal plank, and the width of the slope plank and the horizontal plank is the same.
Furthermore, a fine stone concrete cushion is poured at the bottom of the water waveplate unit structure arranged in a mirror image mode, and the width of the cushion conforms to the design drawing.
Further, the width of the structure of the water deck unit is less than or equal to 8 meters.
The invention has the beneficial effects that: the construction efficiency is improved by adopting a modular water wavelike deck unit structure; the material of the slope plank and the tile plank is selected to be the bamboo valve plate, and the construction cost of the project is lower than that of the traditional steel plate or the construction of the concrete layer with thicker thickness; in addition, the slope pull rod, the embedded soil layer of the horizontal pull rod and the concrete poured from the pore channel can realize the stability of the whole unit structure at the wavelength of the earth, so that the problem of collapse of the earth in the process of using the wavelength of the water can be prevented.
Drawings
Fig. 1 is a general front structural view of a water conservancy embankment revetment structure for rapid construction according to the present invention.
Fig. 2 is a structure diagram of the whole inner bottom surface of the water conservancy embankment slope protection structure for rapid construction.
Fig. 3 is a connection structure diagram of a slope pull rod and a flat pull rod of the water conservancy embankment slope protection structure for rapid construction.
Fig. 4 is a drawing of a tension rod expansion module structure of a water conservancy embankment slope protection structure for rapid construction according to the present invention.
Fig. 5 is a structural diagram of a screw rod limit slope pull rod and a horizontal pull rod of the water conservancy embankment slope protection structure for rapid construction.
Fig. 6 is a schematic diagram of a screw limiting structure of a water conservancy embankment slope protection structure for rapid construction according to the present invention.
Fig. 7 is a structure diagram of an inserting sheet matched with a clamping pipe of a water conservancy embankment slope protection structure for rapid construction.
Fig. 8 is a schematic view of the overall structure of a rapid-construction water conservancy embankment revetment structure of the present invention and including a side slope concrete structure.
In the figure, 1-a first expansion plate, 2-a second expansion plate, 3-a spring screw, 4-a spring seat, 5-a pin, 6-a slope pull rod, 61-a first binding hole, 62-a bolt hole, 7-a flat pull rod, 71-a second binding hole, 8-a slope batten, 81-a first grouting hole, 82-a first plate hole, 9-a flat batten, 91-a second grouting hole, 92-a second plate hole, 10-an insertion sheet, 11-a rotating pipe, 12-a spring pipe, 13-a screw, 131-a nut, 14-a clamping pipe, 15-a plastic ring sheet, 16-a high-strength fiber rope and 17-a metal pull rod.
Detailed Description
A detailed description of embodiments of the present invention is provided below in conjunction with fig. 1-8.
Example (b): a water conservancy dyke bank protection structure of quick construction, its main structure has: first expansion board 1, second expansion board 2, spring screw 3, spring holder 4, pin 5, slope pull rod 6, first ligature hole 61, pin hole 62, tie rod 7, second ligature hole 71, slope lath 8, first grout hole 81, first diaphragm orifice 82, tiling lath 9, second grout hole 91, second diaphragm orifice 92, inserted sheet 10, commentaries on classics pipe 11, spring pipe 12, screw rod 13, nut 131, double-layered pipe 14, plastic ring piece 15, high strength fiber rope 16, metal pull rod 17, its characterized in that: a first hole groove which can run through the spring screw rod 3 is formed in the center of the first expansion plate 1; a second hole groove which can run through the spring seat 4 is formed in the center of the second expansion plate 2; the side surface of the second expansion plate 2 is provided with a first bolt hole which is transversely communicated with the side wall of the second hole groove; a second bolt hole is transversely formed in the middle of the spring screw rod 3; the spring seat 4 is sleeved with the spring screw 3 and then penetrated by the pin 5 through the first bolt hole and limited and fixed through the second bolt hole of the spring screw 3; the first expansion plate 1, the second expansion plate 2, the spring screw 3, the spring seat 4 and the pin 5 form a pull rod expansion module;
one end of the screw 13 is screwed with a nut 131, and then a clamping pipe 14, a plastic ring piece 15, a slope laying lath 8 or a laying lath 9, a plastic ring piece 15 and the clamping pipe 14 are sleeved in sequence for a cycle; the other end of the screw 13 is screwed with a nut 131;
the slope pull rod 6 is transversely provided with first binding holes 61 at equal intervals, and the middle position of the slope pull rod 6 is provided with a bolt rod hole 62; the slope-laying plate strips 8 are placed on two adjacent slope pull rods 6, first grouting holes 81 are longitudinally arranged on the slope-laying plate strips 8 at equal intervals, first plate holes 82 are uniformly distributed on two sides of each slope-laying plate strip 8, and the first plate holes 82 are bound and fastened with the first binding holes 61 formed in the two slope pull rods 6 through hemp rope strips; a plurality of bolt rod holes 62 formed on the slope pull rod 6 are fixed by the metal pull rod 17 which transversely penetrates through;
second binding holes 71 are transversely formed in the horizontal pull rod 7 at equal intervals; the two adjacent flat pull rods 7 are provided with the flat-laying laths 9, the flat-laying laths 9 are longitudinally provided with second grouting holes 91 at equal intervals, two sides of the flat-laying laths 9 are uniformly provided with second plate holes 92, and the second plate holes 92 are bound and fastened with the second plate holes 92 formed in the two flat-laying laths 9 through hemp rope strips;
micropores are formed in the tail ends of two adjacent flat pull rods 7, high-strength fiber ropes 16 penetrate through the micropores, the tail ends of two ends of each rotating pipe 11 are welded into a whole to form inserting pieces 10, and the high-strength fiber ropes 16 penetrate through the rotating pipes 11; the starting end of the high-strength fiber rope 16 is knotted with a knot, and the tail end tightens the whole high-strength fiber rope 16 in a way of knotting a dead knot;
reinforce and reform transform formula water and wave mounting means: firstly, excavating earthwork in a municipal engineering place needing construction of a water wave, and excavating an inverted trapezoidal water wave channel with a slope by using an excavator according to a design drawing of construction planning;
according to the strength requirement of a design construction drawing, firstly placing a slope pull rod 6 on a corrected soil slope in an inclined standing state; and the distance between every two slope pull rods 6 is the same; after arrangement, slope laying laths 8 are placed on every two adjacent slope pull rods 6, and the slope laying laths 8 and the slope pull rods 6 are fastened in a magical strip binding mode; flattening the edge of the top of the water wave through an excavator; the flat pull rod 7 is inserted into the edge of the top of the water in a longitudinal insertion mode;
in the process, the planking with the inclined water wavelike part and the planking along the edge of the top of the water wavelike part are finished, and the distances between the planking and the top of the water wavelike part meet the design requirements because the flat pull rod 7 and the slope planking strips 8 are installed for construction after lofting; then, a screw 13 is inserted into a hole reserved at the intersection of the horizontal pull rod 7 and the slope plank 8, and a clamping pipe 14 is arranged between each two plastic ring pieces 15; the two plastic ring sheets 15 are used for limiting and clamping the head ends of the flat pull rod 7 and the slope plank bar 8; the head end and the tail end of the screw 13 are fastened by screwing nuts 131 to the whole serially connected blocks;
the rotating pipe 11 is arranged between the tail ends of the two flat pull rods 7, and the rotating pipe 11 is manually or mechanically assisted to rotate the rotating pipe by 90 degrees, so that the inserting sheet 10 can be inserted into a soil layer along the edge of the top of the wave, and the integral wave structure is prevented from sliding downwards;
after the framework construction structure is completed, grouting the surface layers of the slope plank bars 8 and the tiling plank bars 9 by pumping fine aggregate concrete marked by C15-C25, and ensuring that the pumping fine aggregate concrete can penetrate into the first grouting holes 81 and the second grouting holes 91 formed in the slope plank bars 8 and the tiling plank bars 9;
the number of the slope plank bars 8 is 8-15, and the slope plank bars are of a water wavelike plank unit structure; after the framework construction structure is completed between every two adjacent water wavelength and plank unit structures, removing a pin 5 in a pull rod expansion module of each water wavelength and plank unit structure; the spring seats 4 in the pull rod expansion module are bounced open, so that the slope pull rod 6 and the flat pull rod 7 at the edge position of the water deck unit structure generate outward-pushing prestress.
The materials of the slope laying batten 8 and the laying batten 9 are selected as bamboo valve plates.
And fine stone concrete layers with the thickness of 5-10 cm are respectively coated on the slope laying laths 8 and the laying laths 9.
A set of draw bar expansion modules are arranged in each unit structure slope batten 8, and the spring seats 4 in the draw bar expansion modules generate elasticity within 150 kilograms in rated.
The aggregate grain diameter of the fine stone concrete is smaller than the first grouting hole 81 and the second grouting hole 91.
The depth of the fine stone concrete poured into the first grouting hole 81 and the second grouting hole 91 is the same as the longitudinal width of the slope lath 8 and the horizontal lath 9, and the width of the slope lath 8 is the same as that of the horizontal lath 9.
And the bottoms of the water wavelike deck unit structures are poured with fine stone concrete cushion layers, and the width of the cushion layers conforms to the design drawing.
The width of the water wavelike plank unit structure is less than or equal to 8 meters.
The foregoing shows and describes the general principles, essential features, and advantages of the 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 described in the specification and illustrated only to illustrate the principle of the present invention, but that various changes and modifications may be made therein without departing from the spirit and scope of the present invention, which fall within the scope of the invention as claimed. The scope of the invention is defined by the appended claims and equivalents thereof.
Claims (8)
1. A water conservancy dyke bank protection structure of quick construction, its main structure has: first expansion board (1), second expansion board (2), spring screw (3), spring holder (4), pin (5), slope pull rod (6), first ligature hole (61), pin hole (62), tie rod (7), second ligature hole (71), slope lath (8), first grout hole (81), first pore (82), tiling lath (9), second grout hole (91), second pore (92), inserted sheet (10), commentaries on classics pipe (11), spring pipe (12), screw rod (13), nut (131), double-layered pipe (14), plastic ring piece (15), high strength fiber rope (16), metal pull rod (17), its characterized in that: a first hole groove which can run through the spring screw (3) is formed in the center of the first expansion plate (1); a second hole groove which can run through the spring seat (4) is formed in the center of the second expansion plate (2); the side surface of the second expansion plate (2) is provided with a first bolt hole which is transversely communicated with the side wall of the second hole groove; a second bolt hole is transversely formed in the middle of the spring screw rod (3); the spring seat (4) is sleeved in the spring screw (3) and then penetrated by the pin (5) through the first bolt hole and limited and fixed through the second bolt hole of the spring screw (3); the first expansion plate (1), the second expansion plate (2), the spring screw (3), the spring seat (4) and the pin (5) form a pull rod expansion module;
one end of the screw (13) is screwed with a nut (131), and then a clamping pipe (14), a plastic ring piece (15), a slope plank bar (8) or a plank bar (9), the plastic ring piece (15) and the clamping pipe (14) are sleeved in sequence to form a cycle; the other end of the screw (13) is screwed with a nut (131);
first binding holes (61) are transversely formed in the slope pull rod (6) at equal intervals, and bolt rod holes (62) are formed in the middle of the slope pull rod (6); slope floor strips (8) are placed on two adjacent slope pull rods (6), first grouting holes (81) are longitudinally formed in the slope floor strips (8) at equal intervals, first plate holes (82) are uniformly formed in the two sides of the slope floor strips (8), and the first plate holes (82) are bound and fastened with first binding holes (61) formed in the two slope pull rods (6) through hemp rope strips; a plurality of bolt rod holes (62) formed on the slope pull rod (6) are fixed by metal pull rods (17) which transversely penetrate into the bolt rod holes;
second binding holes (71) are transversely formed in the horizontal pull rod (7) at equal intervals; the two adjacent flat pull rods (7) are provided with flat-laying battens (9), second grouting holes (91) are longitudinally formed in the flat-laying battens (9) at equal intervals, second plate holes (92) are uniformly formed in the two sides of each flat-laying batten (9), and the second plate holes (92) are bound and fastened with the second plate holes (92) formed in the two flat-laying battens (9) through hemp rope strips;
micropores are formed in the tail ends of two adjacent flat pull rods (7), high-strength fiber ropes (16) penetrate through the micropores, the tail ends of the two ends of the rotating pipe (11) are welded into a whole to form inserting pieces (10), and the high-strength fiber ropes (16) penetrate through the rotating pipe (11); the starting end of the high-strength fiber rope (16) is knotted with a knot, and the tail end of the high-strength fiber rope tightens the whole high-strength fiber rope (16) in a way of knotting a dead knot;
reinforce and reform transform formula water and wave mounting means: firstly, excavating earthwork in a municipal engineering place needing construction of a water wave, and excavating an inverted trapezoidal water wave channel with a slope by using an excavator according to a design drawing of construction planning;
according to the strength requirement of a design construction drawing, firstly, a slope pull rod (6) is placed on a corrected soil slope in an inclined standing state; and the distance between every two slope pull rods (6) is the same; after arrangement, slope laying plate strips (8) are placed on every two adjacent slope pull rods (6), and the slope laying plate strips (8) are fastened with the slope pull rods (6) in a magical strip binding mode; flattening the edge of the top of the water wave through an excavator; a flat pull rod (7) is inserted on the edge of the top of the water in a longitudinal insertion mode;
in the process, the work of paving the inclined water wavelike roof and the work of paving the edge of the top of the water wavelike roof are finished, and because the flat pull rod (7) and the slope floor strip (8) are installed for construction after lofting, the distance between the flat pull rod and the slope floor strip meets the design requirement; then, a screw (13) is inserted into a hole reserved at the intersection of the flat pull rod (7) and the slope plank (8), and a clamping pipe (14) is arranged between every two plastic ring pieces (15); the two plastic ring sheets (15) are used for limiting and clamping the head ends of the horizontal pull rod (7) and the slope plank bar (8); the head end and the tail end of the screw (13) are fastened by screwing nuts (131) to the whole serially connected blocks;
a rotating pipe (11) is arranged between the tail ends of the two flat pull rods (7), and the rotating pipe (11) is manually or mechanically assisted to rotate for 90 degrees, so that the inserting sheet (10) can be inserted into a soil layer along the top edge of the wave and the integral structure of the earth from sliding downwards;
after the framework construction structure is completed, grouting the surface layers of the slope planking strips (8) and the paving planks (9) by using pumping fine aggregate concrete marked by C15-C25, and ensuring that the pumping fine aggregate concrete can permeate into the first grouting holes (81) and the second grouting holes (91) formed in the slope planking strips (8) and the paving planks (9);
the number of the slope plank bars (8) is 8-15, and the slope plank bars are of a water wavelike plank unit structure; after the framework construction structure is completed between every two adjacent water wavelength and plank unit structures, removing a pin (5) in a pull rod expansion module of each water wavelength and plank unit structure; the spring seats (4) in the pull rod expansion module are bounced open, so that the slope pull rod (6) and the horizontal pull rod (7) at the edge position of the water waveplate unit structure generate outward-pushing prestress.
2. The water conservancy embankment slope protection structure of a rapid construction according to claim 1, wherein the material of the slope slab strip (8) and the slab strip (9) is selected to be bamboo valve plate.
3. A rapid-construction water conservancy bank protection slope structure according to claim 1, wherein the slope slab strips (8) and the slab strips (9) are coated with fine stone concrete layers with the thickness of 5-10 cm.
4. A rapid-construction water conservancy embankment slope protection structure according to claim 3, wherein a set of tension rod expansion modules are arranged in each unit structure slope plank bar (8), and the spring seats (4) in the tension rod expansion modules are rated to generate an elastic force within 150 kg.
5. A rapid-construction water conservancy bank protection structure according to claim 1, wherein the aggregate grain size of the fine stone concrete is smaller than the first grouting hole (81) and the second grouting hole (91).
6. A rapid-construction water conservancy embankment slope protection structure according to claim 1, wherein the depth of the fine stone concrete poured into the first grouting hole (81) and the second grouting hole (91) is the same as the longitudinal width of the slope plank (8) and the flat plank (9), and the width of the slope plank (8) is the same as the width of the flat plank (9).
7. A rapid construction water conservancy embankment slope protection structure according to claim 1, wherein the bottom of the water waved plank unit structure with two mirror images is poured with a fine stone concrete cushion layer, and the width of the cushion layer is in accordance with the design drawing.
8. The rapid construction water conservancy embankment slope protection structure according to claim 1, wherein the width of the water conservancy deck unit structure is less than or equal to 8 m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110130994.9A CN112921896B (en) | 2021-01-30 | 2021-01-30 | Water conservancy dyke slope protection structure of quick construction |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202110130994.9A CN112921896B (en) | 2021-01-30 | 2021-01-30 | Water conservancy dyke slope protection structure of quick construction |
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| CN112921896A true CN112921896A (en) | 2021-06-08 |
| CN112921896B CN112921896B (en) | 2022-04-15 |
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Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000212967A (en) * | 1999-01-22 | 2000-08-02 | Iwakura:Kk | Wooden slope retaining frame and forming method for slope retainer |
| US6524027B1 (en) * | 2000-05-03 | 2003-02-25 | Dst Consulting Engineers Inc. | Stabilization system for soil slopes |
| KR20090069749A (en) * | 2007-12-26 | 2009-07-01 | 한국건설기술연구원 | In suit fabricated leaning retaining wall and construction method of the same |
| CN202187356U (en) * | 2011-08-01 | 2012-04-11 | 中国水电顾问集团华东勘测设计研究院 | Slope protection structure with grid plates |
| CN102691306A (en) * | 2012-06-06 | 2012-09-26 | 中国科学院地质与地球物理研究所 | Environment-friendly and energy-saving slope protection bamboo-wood lattice beam for mountain highway |
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| CN108547258A (en) * | 2018-05-10 | 2018-09-18 | 韩孟超 | A kind of ecological protection slope of the hydraulic engineering based on multi-protective device |
| CN111287192A (en) * | 2020-01-21 | 2020-06-16 | 北京城建勘测设计研究院有限责任公司 | Mounting and dismounting method of soil nailing wall support |
| CN210887119U (en) * | 2019-10-24 | 2020-06-30 | 湖南省瑞大工程建设有限公司 | Environment-friendly water conservancy bank protection dismouting wall body |
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2021
- 2021-01-30 CN CN202110130994.9A patent/CN112921896B/en not_active Expired - Fee Related
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000212967A (en) * | 1999-01-22 | 2000-08-02 | Iwakura:Kk | Wooden slope retaining frame and forming method for slope retainer |
| US6524027B1 (en) * | 2000-05-03 | 2003-02-25 | Dst Consulting Engineers Inc. | Stabilization system for soil slopes |
| KR20090069749A (en) * | 2007-12-26 | 2009-07-01 | 한국건설기술연구원 | In suit fabricated leaning retaining wall and construction method of the same |
| CN202187356U (en) * | 2011-08-01 | 2012-04-11 | 中国水电顾问集团华东勘测设计研究院 | Slope protection structure with grid plates |
| CN102691306A (en) * | 2012-06-06 | 2012-09-26 | 中国科学院地质与地球物理研究所 | Environment-friendly and energy-saving slope protection bamboo-wood lattice beam for mountain highway |
| CN108442318A (en) * | 2018-02-01 | 2018-08-24 | 浙江水利水电学院 | A kind of construction method of ecological revetment for riparian protection |
| CN108547258A (en) * | 2018-05-10 | 2018-09-18 | 韩孟超 | A kind of ecological protection slope of the hydraulic engineering based on multi-protective device |
| CN210887119U (en) * | 2019-10-24 | 2020-06-30 | 湖南省瑞大工程建设有限公司 | Environment-friendly water conservancy bank protection dismouting wall body |
| CN111287192A (en) * | 2020-01-21 | 2020-06-16 | 北京城建勘测设计研究院有限责任公司 | Mounting and dismounting method of soil nailing wall support |
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| CN112921896B (en) | 2022-04-15 |
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