CN111636369A - Retaining structure for river channel - Google Patents
Retaining structure for river channel Download PDFInfo
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- CN111636369A CN111636369A CN202010534274.4A CN202010534274A CN111636369A CN 111636369 A CN111636369 A CN 111636369A CN 202010534274 A CN202010534274 A CN 202010534274A CN 111636369 A CN111636369 A CN 111636369A
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- retaining
- retaining structure
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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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- 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 discloses a retaining structure for a river channel, which comprises a dam, wherein both sides of the dam are respectively provided with cultivated land and the river channel, a base surface of the dam is symmetrically and fixedly provided with two fixing plates, the two fixing plates are symmetrically and movably provided with two retaining plates, the base surface is fixedly connected with two vertical plates, a base surface is provided with a top plate, the tops of the two retaining plates are fixedly connected with two connecting plates, a supporting mechanism is arranged between the two connecting plates, and the two retaining plates are respectively covered on two side walls of the dam. The invention solves the problems that greening plants are usually planted on one side of a river channel dam positioned on cultivated land to prevent landslide, but the effect is poor, landslide often occurs, a soil retaining structure is not usually arranged on one side of the river channel dam, and water flow can also take away soil on the dam.
Description
Technical Field
The invention relates to the technical field of river channel management, in particular to a soil retaining structure for a river channel.
Background
Among the prior art, the river course dykes and dams are located one side of arable land and plant afforestation plant usually and prevent the landslide, but the effect is poor, still can take place the condition of landslide often, and one side that is located the river course does not set up soil retaining structure usually, and the soil of embankment also can be taken away to rivers.
Disclosure of Invention
The invention aims to solve the problems that greening plants are usually planted on one side of a river channel dam positioned on a farmland to prevent landslide, but the effect is poor, landslide often occurs, a retaining structure is not usually arranged on one side of the river channel dam, and water flow can take away soil on the bank.
In order to achieve the purpose, the invention adopts the following technical scheme: the utility model provides a retaining structure for river course, is including dykes and dams, the both sides of dykes and dams are provided with arable land and river course respectively, the equal symmetry fixed mounting of base face of dykes and dams has two fixed plates, two equal symmetry movable mounting has two retaining plate on the fixed plate to and two risers of the equal fixedly connected with of base face, and the roof has been placed to the base face, two connecting plates of the equal fixedly connected with in top of retaining plate, two all install supporting mechanism, two between the connecting plate retaining plate covers respectively on two lateral walls of dykes and dams.
Preferably, the base surface of the fixing plate is penetrated with a first vertical pile, and the first vertical pile is inserted 60cm-90cm below the base surface of the dam.
Preferably, the lateral wall screw thread cross-under of riser has a compression bolt, compression bolt's bottom is fixed and is provided with the positioning head, the locating hole has been seted up to the lateral wall of roof to and the opposite side is the wedge setting, and the wedge is located the contained angle department of fixed plate and fender apron, and the wedge is laminated with the lateral wall of fender apron, the positioning head is located the inner wall of locating hole, compression bolt's low level compresses tightly in the lateral wall of roof.
Preferably, the side wall of the fixed plate is provided with a U-shaped groove, and the inner wall of the U-shaped groove is rotatably connected with the soil retaining plate through a pin shaft.
Preferably, the corner between the retaining plate and the connecting plate is provided with a reinforcing plate.
Preferably, the supporting mechanism is including the spliced pole, two threaded rods of the equal symmetrical fixedly connected with in both ends of spliced pole, two the equal screw thread of outer wall of threaded rod has cup jointed two threaded sleeves, threaded sleeve keeps away from the one end of threaded rod and rotates and be connected with first connecting block, the lateral wall of first connecting block is rotated through the round pin axle and is connected with the second connecting block, the lateral wall of second connecting block and connecting plate is fixed connection.
Preferably, the side wall of the soil retaining plate located on one side of the cultivated land is provided with a plurality of rectangular holes, the side wall close to the bottom is rotatably connected with a movable plate through a pin shaft, the movable plate is horizontally arranged on the base surface of the cultivated land, a second vertical pile column penetrates through the base surface, the second vertical pile column is inserted into the position 60cm-90cm below the base surface of the cultivated land, and the inner wall of each rectangular hole is fixedly provided with a metal net.
Preferably, the lateral wall of the retaining plate on one side of the river channel is fixedly connected with two rectangular plates, the base surfaces of the two rectangular plates are connected with inclined pile inserting columns in a penetrating mode, the inclined pile inserting columns are obliquely inserted into the bottom of the river channel, and the insertion depth is 80cm-1200 cm.
Compared with the prior art, the invention has the following beneficial effects: two fixing plates are arranged on a base surface of a dam close to the edge and are inserted into the position 60cm-90cm below the base surface of the dam through a first vertical pile column for fixing, two retaining plates are respectively attached to the side wall of the dam, a compression bolt is rotated to enable a wedge-shaped surface of a top plate to tightly abut against included angles of the fixing plates and the retaining plates, stress points at the included angles are reinforced, a reinforcing plate is arranged to reinforce the stress points at the included angles of the retaining plates and the connecting plate, a connecting column is held to fix a threaded rod, a threaded sleeve is rotated to enable a supporting mechanism to be extended, and therefore the connecting plate is tightly supported, then the second vertical pile is inserted 60cm-90cm below the arable land base surface, the inclined inserting pile penetrates through the rectangular plate, the inclined inserting pile is inserted into the bottom of the river channel in an inclined manner, and the insertion depth is 80cm-1200cm, so that the soil retaining plate plays a role of retaining soil, soil loss is avoided, and the structure is firmly fixed.
Drawings
The invention is described in further detail below with reference to the following figures and detailed description:
FIG. 1 is a schematic overall structure of the present invention;
FIG. 2 is a schematic structural view of part A of the present invention;
FIG. 3 is a schematic structural diagram of a fixing plate according to the present invention;
FIG. 4 is a schematic view showing the construction of a soil guard plate on one side of a cultivated land according to the present invention.
In the figure: 1-dam, 2-farmland, 3-river channel, 4-fixed plate, 5-retaining plate, 6-vertical plate, 7-top plate, 8-connecting plate, 9-supporting mechanism, 10-pressing bolt, 11-positioning head, 12-positioning hole, 13-U-shaped groove, 14-reinforcing plate, 15-connecting column, 16-threaded rod, 17-threaded sleeve, 18-first connecting block, 19-second connecting block, 20-rectangular hole, 21-movable plate, 22-second vertical pile, 23-metal net, 24-rectangular plate, 25-oblique inserting pile and 26-first vertical pile.
Detailed Description
The following description of the embodiments of the present invention is provided for illustrative purposes, and other advantages and effects of the present invention will become apparent to those skilled in the art from the present disclosure.
Please refer to fig. 1 to 4. It should be understood that the structures, ratios, sizes, and the like shown in the drawings and described in the specification are only used for matching with the disclosure of the specification, so as to be understood and read by those skilled in the art, and are not used to limit the conditions under which the present invention can be implemented, so that the present invention has no technical significance, and any structural modification, ratio relationship change, or size adjustment should still fall within the scope of the present invention without affecting the efficacy and the achievable purpose of the present invention. In addition, the terms "upper", "lower", "left", "right", "middle" and "one" used in the present specification are for clarity of description, and are not intended to limit the scope of the present invention, and the relative relationship between the terms and the terms is not to be construed as a scope of the present invention.
The invention provides a technical scheme that: the utility model provides a river course is with retaining structure, including dykes and dams 1, the both sides of dykes and dams 1 are provided with arable land 2 and river course 3 respectively, the equal symmetrical fixed mounting of base face of dykes and dams 1 has two fixed plates 4, two equal symmetrical movable mounting has two fender breast boards 5 on the fixed plate 4 to and two risers 6 of the equal fixedly connected with of base face, and roof 7, two have been placed to the base face two connecting plates 8 of the equal fixedly connected with in top of fender breast board 5, two all install supporting mechanism 9, two between the connecting plate 8 keep off the breast board 5 and cover respectively on two lateral walls of dykes and dams 1.
The base surface of the fixing plate 4 is penetrated with a first vertical pile 26, and the first vertical pile 26 is inserted into the position 60cm-90cm below the base surface of the dam 1.
The side wall screw thread of riser 6 has worn to connect has clamp bolt 10, the bottom mounting of clamp bolt 10 is provided with location head 11, the locating hole 12 has been seted up to the lateral wall of roof 7 to and the opposite side is the wedge setting, and the wedge is located the contained angle department of fixed plate 4 and fender apron 5, and the wedge is laminated with the lateral wall of fender apron 5, location head 11 is located the inner wall of locating hole 12, the low side level of clamp bolt 10 compresses tightly in the lateral wall of roof 7.
And reinforcing plates 14 are arranged at the included angle between the retaining plate 5 and the connecting plate 8.
Supporting mechanism 9 is including spliced pole 15, two threaded rods 16 of the equal symmetrical fixedly connected with in both ends of spliced pole 15, two the equal screw thread of outer wall of threaded rod 16 has cup jointed two threaded sleeve 17, threaded sleeve 17 keeps away from the one end of threaded rod 16 and rotates and be connected with first connecting block 18, the lateral wall of first connecting block 18 is rotated through the round pin axle and is connected with second connecting block 19, second connecting block 19 is fixed connection with the lateral wall of connecting plate 8.
The side wall of the soil retaining plate 5 positioned on one side of the cultivated land 2 is provided with a plurality of rectangular holes 20, the side wall close to the bottom is rotatably connected with a movable plate 21 through a pin shaft, the movable plate 21 is horizontally arranged on the base surface of the cultivated land 2, a second vertical pile 22 penetrates through the base surface, the second vertical pile 22 is inserted into the position 60cm-90cm below the base surface of the cultivated land 2, and the inner wall of the rectangular hole 20 is fixedly provided with a metal net 23.
The lateral wall of the retaining plate 5 on one side of the river channel 3 is fixedly connected with two rectangular plates 24, the base surfaces of the rectangular plates 24 are connected with inclined insertion pile columns 25 in a penetrating mode, the inclined insertion pile columns 25 are obliquely inserted into the bottom of the river channel 3, and the insertion depth is 80cm-1200 cm.
When in use, two fixing plates 4 are arranged on the base surface of the dam 1 close to the edge, and are inserted into 60cm-90cm below the base surface of the dam 1 through a first vertical pile 26 for fixing, so that two retaining plates 5 are respectively attached to the side wall of the dam 1, a compression bolt 10 is rotated to enable the wedge-shaped surface of a top plate 7 to tightly abut against the included angle between the fixing plate 4 and the retaining plate 5 and reinforce the stress point at the included angle, 14 reinforcing plates are arranged to reinforce the stress point at the included angle between the retaining plate 5 and a connecting plate 8, a connecting column 15 is held to fix a threaded rod 16, a threaded sleeve 17 is rotated to enable a supporting mechanism 9 to be extended, so as to tightly support the connecting plate 8, then a second vertical pile 22 is inserted into 60cm-90cm below the base surface of the cultivated land 2, an oblique-inserted pile 25 penetrates through a rectangular plate 24, the oblique-inserted pile 25 is obliquely inserted into the bottom of a river channel 3, and, thereby keep off the effect that soil board 5 played the fender soil, avoid soil loss, and this structural fixation is firm.
The foregoing embodiments are merely illustrative of the principles and utilities of the present invention and are not intended to limit the invention. Any person skilled in the art can modify or change the above-mentioned embodiments without departing from the spirit and scope of the present invention. Accordingly, it is intended that all equivalent modifications or changes which can be made by those skilled in the art without departing from the spirit and technical spirit of the present invention be covered by the claims of the present invention.
Claims (8)
1. The utility model provides a retaining structure for river course, is including dykes and dams (1), its characterized in that: the both sides of dykes and dams (1) are provided with arable land (2) and river course (3) respectively, the equal symmetry fixed mounting of base face of dykes and dams (1) has two fixed plates (4), two equal symmetry movable mounting has two fender native board (5) on fixed plate (4) to and two riser (6) of the equal fixedly connected with of base face, and roof (7), two roof (7) have been placed to the base face the equal fixedly connected with two connecting plates (8) in top of fender native board (5), two all install supporting mechanism (9), two between connecting plate (8) keep off native board (5) and cover respectively on two lateral walls of dykes and dams (1).
2. A retaining structure for a waterway according to claim 1, wherein: the base surface of the fixing plate (4) is connected with a first vertical pile column (26) in a penetrating mode, and the first vertical pile column (26) is inserted into the position 60cm-90cm below the base surface of the dam (1).
3. A retaining structure for a waterway according to claim 1, wherein: the side wall thread of the vertical plate (6) is connected with a compression bolt (10) in a penetrating mode, a positioning head (11) is fixedly arranged at the bottom end of the compression bolt (10), a positioning hole (12) is formed in the side wall of the top plate (7), the other side of the top plate is arranged in a wedge shape, the wedge-shaped surface is located at the included angle position of the fixing plate (4) and the soil retaining plate (5), the wedge-shaped surface is attached to the side wall of the soil retaining plate (5), the positioning head (11) is located on the inner wall of the positioning hole (12), and the lower end of the compression bolt (10) is horizontally compressed on the side wall of the top.
4. A retaining structure for a waterway according to claim 1, wherein: u type groove (13) have been seted up to the lateral wall of fixed plate (4), the inner wall in U type groove (13) is connected for rotating through round pin axle and fender soil board (5).
5. A retaining structure for a waterway according to claim 1, wherein: and reinforcing plates (14) are arranged at the included angle between the retaining plate (5) and the connecting plate (8).
6. A retaining structure for a waterway according to claim 1, wherein: supporting mechanism (9) are including spliced pole (15), two threaded rod (16) of the equal symmetry fixedly connected with in both ends of spliced pole (15), two the equal screw thread of outer wall of threaded rod (16) has cup jointed two threaded sleeve (17), threaded sleeve (17) is kept away from the one end of threaded rod (16) and is rotated and be connected with first connecting block (18), the lateral wall of first connecting block (18) is rotated through the round pin axle and is connected with second connecting block (19), second connecting block (19) are fixed connection with the lateral wall of connecting plate (8).
7. A retaining structure for a waterway according to claim 1, wherein: lie in ploughing (2) one side a plurality of rectangular hole (20) have all been seted up to the lateral wall of retaining plate (5) to and the lateral wall that is close to the bottom is rotated through the round pin axle and is connected with fly leaf (21), fly leaf (21) are arranged in on the basic plane of ploughing (2) to and the basic plane has worn the vertical stake of second (22), the vertical stake of second (22) inserts 60cm-90cm below the ploughing (2) basic plane, the inner wall of rectangular hole (20) is fixed and is provided with metal mesh (23).
8. A retaining structure for a waterway according to claim 1, wherein: be located river course (3) one side two rectangular plates (24) of the equal fixedly connected with of lateral wall of fender soil board (5), two the base surface of rectangular plate (24) all cross-under has to insert stake (25) to one side, insert the bottom of stake (25) slope insertion river course (3) to one side, and the depth of insertion is 80cm-1200 cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010534274.4A CN111636369B (en) | 2020-06-11 | 2020-06-11 | Retaining structure for river channel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010534274.4A CN111636369B (en) | 2020-06-11 | 2020-06-11 | Retaining structure for river channel |
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| Publication Number | Publication Date |
|---|---|
| CN111636369A true CN111636369A (en) | 2020-09-08 |
| CN111636369B CN111636369B (en) | 2021-08-13 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010534274.4A Active CN111636369B (en) | 2020-06-11 | 2020-06-11 | Retaining structure for river channel |
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| Country | Link |
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| CN (1) | CN111636369B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112921891A (en) * | 2021-01-20 | 2021-06-08 | 张智宏 | Dykes and dams protective structure is used in hydraulic engineering river course |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20110046948A (en) * | 2009-10-29 | 2011-05-06 | 강원대학교산학협력단 | waterproof mat for embankment protection |
| CN209923869U (en) * | 2019-05-08 | 2020-01-10 | 邓路翠 | Small-size protector for river dykes and dams |
| CN210507314U (en) * | 2019-08-21 | 2020-05-12 | 湖北兴禹水利工程有限责任公司 | Be used for dykes and dams soil and water conservation design with ecological bank protection |
-
2020
- 2020-06-11 CN CN202010534274.4A patent/CN111636369B/en active Active
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20110046948A (en) * | 2009-10-29 | 2011-05-06 | 강원대학교산학협력단 | waterproof mat for embankment protection |
| CN209923869U (en) * | 2019-05-08 | 2020-01-10 | 邓路翠 | Small-size protector for river dykes and dams |
| CN210507314U (en) * | 2019-08-21 | 2020-05-12 | 湖北兴禹水利工程有限责任公司 | Be used for dykes and dams soil and water conservation design with ecological bank protection |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112921891A (en) * | 2021-01-20 | 2021-06-08 | 张智宏 | Dykes and dams protective structure is used in hydraulic engineering river course |
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| Publication number | Publication date |
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| CN111636369B (en) | 2021-08-13 |
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Effective date of registration: 20210730 Address after: 276000 Lingang Economic Development Zone, Linyi City, Shandong Province Applicant after: Shandong tongqi Digital Technology Co., Ltd Address before: 362100 No.43, Xinan Road, Xidi Village, Chongwu town, Hui'an County, Quanzhou City, Fujian Province Applicant before: Huian Shuangwan decoration design center |