CN213896999U - River course soil slope retaining wall - Google Patents

River course soil slope retaining wall Download PDF

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Publication number
CN213896999U
CN213896999U CN202022980394.5U CN202022980394U CN213896999U CN 213896999 U CN213896999 U CN 213896999U CN 202022980394 U CN202022980394 U CN 202022980394U CN 213896999 U CN213896999 U CN 213896999U
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China
Prior art keywords
baffle
soil slope
base
retaining wall
slope
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CN202022980394.5U
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Chinese (zh)
Inventor
戴洋华
魏永强
肖爱梅
田春伟
张碧芳
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Guangzhou Qingheyuan Construction Co ltd
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Guangzhou Qingheyuan Construction Co ltd
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Abstract

The application relates to the field of retaining walls, in particular to a riverway soil slope retaining wall which comprises a wall body and a base, wherein the base is arranged on a riverway, the wall body is arranged on the base, a rotating assembly is arranged on the side edge, close to a soil slope, of the base, the rotating assembly is fixedly connected with a baffle, and the side surface, far away from the wall body, of the baffle is connected with the side surface of the soil slope; the rotating assembly comprises a driving piece and a rotating shaft, the rotating shaft is rotatably connected to the base, the baffle is fixedly connected to the rotating shaft, and the driving piece used for rotating the rotating shaft is arranged on the base. This application has the effect that improves the adaptation degree of retaining wall and slight slope.

Description

River course soil slope retaining wall
Technical Field
The application relates to the field of retaining walls, especially to a river course soil slope retaining wall.
Background
At present, the retaining wall is a commonly used retaining building and is extremely widely applied to hydraulic engineering. Retaining walls also come in many different forms, the main and common forms being gravity, dead weight, semi-gravity, cantilever, outrigger, U-shaped, sheet pile, and empty box.
Among the prior art, retaining wall is mostly thick liquid slabstone or concrete, is integral hard material, and retaining wall fixed connection is used for separating river and soil slope on the river course, prevents that the filling soil or soil body from warping.
In view of the above-mentioned related art, the inventor believes that the soil slope usually has a radian, and the retaining wall is adapted to the radian, but the radian of the soil is changed under the influence of water flow, and at this time, the degree of adaptation between the retaining wall and the soil slope is not high, and the collapse of the retaining wall is easily caused.
SUMMERY OF THE UTILITY MODEL
In order to improve the adaptation degree of retaining wall and soil slope, this application provides a river course soil slope retaining wall.
The application provides a river course soil slope retaining wall adopts following technical scheme:
a river course soil slope retaining wall comprises a wall body and a base, wherein the base is arranged on a river course, the wall body is arranged on the base, a rotating assembly is arranged on the side edge, close to a soil slope, of the base, a baffle is fixedly connected with the rotating assembly, and the side face, far away from the wall body, of the baffle is connected with the side face of the soil slope; the rotating assembly comprises a driving piece and a rotating shaft, the rotating shaft is rotatably connected to the base, and the baffle is fixedly connected to the rotating shaft and used for rotating the driving piece of the rotating shaft.
Through adopting above-mentioned technical scheme, the drive driving piece rotates the axis of rotation, and the inclination of baffle changes thereupon, and the slope degree adjusting baffle of the visual soil slope of staff makes its side and soil slope side butt to improve the adaptation degree of retaining wall and soil slope.
Optionally, the side of the baffle that deviates from the soil slope is provided with the extensible member, the base top is provided with the fixed column, the tip that the baffle was kept away from to the extensible member can be dismantled and connect in the fixed column.
Through adopting above-mentioned technical scheme, the extensible member provides further support for the baffle, has further stabilized the position of baffle.
Optionally, the extensible member includes loop bar and telescopic link, wherein one end fixed connection in the baffle side of loop bar, telescopic link sliding connection is in the loop bar, a plurality of slot has been seted up to the side that the fixed column is close to the soil slope, the telescopic link tip is inserted and is located corresponding slot, can dismantle on the fixed column and have a plurality of fastener, the fastener is connected with the telescopic link.
Through adopting above-mentioned technical scheme, after confirming the inclination of baffle, adjust the position of telescopic link in the loop bar, then insert the telescopic link and establish to the slot that corresponds in, utilize the position of the fixed telescopic link of fastener to the position of baffle is further stabilized.
Optionally, the fastener is a second bolt, the second bolt is in threaded connection with the side face of the fixed column, and the end of the second bolt penetrates through a portion of the telescopic rod inserted into the slot.
Through adopting above-mentioned technical scheme, the staff utilizes the fixed telescopic link of second bolt, convenient and fast, low cost.
Optionally, the side of baffle near the slight slope of soil is provided with a plurality of plug-in components, the plug-in components include the inserted bar, wherein one end fixed connection in the baffle side of inserted bar.
By adopting the technical scheme, when the adjusting baffle is close to the soil slope, the plug-in is inserted into the soil slope along with the adjusting baffle, and the connection strength between the soil slope and the baffle is further enhanced.
Optionally, the end of the inserted bar far away from the baffle is triangular prism-shaped.
Through adopting above-mentioned technical scheme, the tip of triangular prism form is convenient for the inserted bar to inject in the soil slope, plays the effect of protection inserted bar.
Optionally, the plug-in components still include a plurality of auxiliary rod, wherein one end fixed connection outside the inserted link of auxiliary rod, the other end of auxiliary rod extends towards the direction of keeping away from the inserted link body.
Through adopting above-mentioned technical scheme, when the inserted bar injects the soil slope, the auxiliary rod also injects the soil slope in thereupon, has further increased the joint strength between baffle and the soil slope.
Optionally, the side of the wall body far away from the soil slope is provided with a buffer member, and the side of the buffer member far away from the wall body is provided with a protection member.
Through adopting above-mentioned technical scheme, when the water impact wall body in the river course, at first striking protection piece, then the bolster can cushion the partial impact that produces when falling the river water impact, plays the effect of protection wall body.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the driving piece is driven to rotate the rotating shaft, the inclination angle of the baffle is changed, and a worker can adjust the baffle according to the inclination degree of the soil slope to enable the side face of the baffle to be abutted against the side face of the soil slope, so that the adaptation degree of the retaining wall and the soil slope is improved;
2. after the inclination angle of the baffle is determined, the position of the telescopic rod in the sleeve rod is adjusted, then the telescopic rod is inserted into the corresponding slot, and the position of the telescopic rod is fixed by using a fastener, so that the position of the baffle is further stabilized;
3. when the adjusting baffle is close to the soil slope, the inserted bar and the auxiliary bar are inserted into the soil slope, so that the connection strength between the soil slope and the baffle is further enhanced.
Drawings
Fig. 1 is a schematic structural view of a retaining wall of a river course soil slope according to an embodiment of the present application.
Fig. 2 is a sectional view of a rotating assembly and other parts of a retaining wall of a river course soil slope according to an embodiment of the present application.
Fig. 3 is a sectional view of a retaining wall for a river soil slope according to an embodiment of the present application.
Description of reference numerals: 1. a baffle plate; 2. a rotating assembly; 21. a rotating shaft; 22. a motor; 3. a base; 31. mounting a plate; 32. a housing; 4. fixing a column; 41. a slot; 42. a threaded hole; 5. a wall body; 51. a guide slope; 52. a first buffer tank; 6. a telescoping member; 61. a loop bar; 62. a telescopic rod; 63. a second bolt; 7. a plug-in; 71. inserting a rod; 72. an auxiliary lever; 8. a buffer member; 81. a first rubber belt; 82. a second rubber belt; 83. a second buffer tank; 9. and (3) a steel plate.
Detailed Description
The present application is described in further detail below with reference to figures 1-3.
The embodiment of the application discloses river course soil slope retaining wall. Referring to fig. 1, a retaining wall for a river course soil slope includes a retaining plate 1, a rotation assembly 2, a base 3, a fixing column 4, and a wall body 5. 3 fixed connection of base in the river course, 5 bottom fixed connection of wall in 3 tops of base, baffle 1 rotates to be connected in base 3, has the interval between baffle 1 and the wall 5, and baffle 1 keeps away from the side of wall 5 and supports tightly with the soil slope side. Fixed column 4 is vertical setting, and fixed column 4's side fixed connection is in the side that baffle 1 is close to in wall 5. The rotating assembly 2 is connected to the base 3, and the rotating assembly 2 is connected with the baffle 1.
Referring to fig. 1 and 2, the rotating assembly 2 includes a rotating shaft 21 and a driving member, the base 3 is fixedly connected with two mounting plates 31 near the side of the soil slope, the two mounting plates 31 are arranged oppositely, one end of the rotating shaft 21 is rotatably connected to the side of one of the mounting plates 31, the other end of the rotating shaft 21 is rotatably connected to the other mounting plate 31, and the rotating shaft 21 is arranged horizontally. The baffle 1 is sleeved and fixedly connected with the outer wall of the rotating shaft 21. The driving member is fixedly connected to the side edge of the base 3 near the baffle 1, and in this embodiment, the driving member is a motor 22. The output shaft of the motor 22 is connected to one end of the rotating shaft through a coupling. The side of baffle 1 near base 3 is provided with the spigot surface, and the baffle 1 of being convenient for rotates.
The side edge of the base 3 close to the baffle 1 is detachably connected with a shell 32 through a first bolt, the shell 32 is sleeved outside the motor 22, a through hole is formed in one side surface of the shell 32, and an output shaft of the motor 22 extends out of the through hole.
Referring to fig. 1, baffle 1 deviates from the side fixedly connected with extensible member 6 of soil slope, and the place plane of extensible member 6 and the plane of baffle 1 place are mutually perpendicular, and the tip that extensible member 6 kept away from baffle 1 can be dismantled and connect in fixed column 4 side. The extensible member 6 includes loop bar 61 and telescopic link 62, and loop bar 61 is the cavity setting, and wherein one end fixed connection in baffle 1 side of loop bar 61, and one of them one end sliding connection of telescopic link 62 is in loop bar 61, and the other end of telescopic link 62 extends towards the direction of keeping away from loop bar 61. The side of the fixing column 4, which faces away from the wall body 5, is provided with a plurality of slots 41, and the slots 41 are arranged at equal intervals along the length direction of the fixing column 4. The opening of the slot 41 departing from the wall body 5 is flared, and the opening caliber of the slot 41 is larger than the diameter of the bottom of the slot 41. The end of the telescopic rod 62 far from the sleeve rod 61 is inserted into the corresponding slot 41.
The side of the fixing column 4 is provided with a plurality of threaded holes 42, the extending direction of the threaded holes 42 is perpendicular to the extending direction of the slots 41, the threaded holes 42 are arranged at equal intervals along the length direction of the fixing column 4, one threaded hole 42 corresponds to one slot 41, and the threaded hole 42 is communicated with the slot 41. The fixing post 4 is screwed with a fastener corresponding to the screw hole 42, in this embodiment, the fastener is a second bolt 63, and the end of the second bolt 63 penetrates and is screwed with the side wall of the telescopic rod 62.
Baffle 1 is kept away from the side fixedly connected with a plurality of plug-in components 7 of fixed column 4, and plug-in components 7 include inserted bar 71 and a plurality of auxiliary rod 72, and wherein one end fixed connection in baffle 1 side of inserted bar 71, the tip that baffle 1 was kept away from to inserted bar 71 are three pyramids, are convenient for the staff and insert it in the soil slope. One end of the auxiliary rod 72 is fixedly connected to the outer wall of the rod body of the insertion rod 71, and the other end of the auxiliary rod 72 is triangular-cone-shaped. The auxiliary rod 72 extends in a direction approaching the soil slope.
Referring to fig. 3, the top of the wall 5 is provided with a guiding inclined plane 51, and the top of the wall 5 near the baffle 1 is higher than the top of the wall 5 away from the baffle 1. In rainy days, rainwater falls onto the wall body 5 and enters the river channel along the guide inclined plane 51.
The side of wall body 5 that deviates from fixed column 4 is connected with bolster 8, and bolster 8 includes first rubber tape 81 and second rubber tape 82. The side of wall body 5 deviating from fixed column 4 has seted up the first dashpot 52 of a plurality of, and first dashpot 52 is semicircle shape, and the first dashpot 52 of a plurality of is arranged along horizontal direction and vertical direction equidistance. The side of the first rubber belt 81 is fixedly connected to the wall 5, and the side of the first rubber belt 81 close to the wall 5 is connected to the bottom of the first buffer groove 52. The first rubber tape 81 has elasticity. The second rubber strip 82 is fixedly connected to the side of the first rubber strip 81 facing away from the wall 5. The side of second rubber tape 82 near first rubber tape 81 is provided with a plurality of second dashpot 83, and a second dashpot 83 corresponds a first dashpot 52, and the structure that first rubber tape 81 corresponds first dashpot 52 department and the second dashpot 83 that corresponds combines together and forms is total dashpot, and total dashpot is hollow globular.
The second rubber belt 82 deviates from the side fixedly connected with protection piece of first rubber belt 81, and the protection piece is steel plate 9, and steel plate 9 and second rubber belt 82, total buffer slot looks adaptation, and there is the interval between the side that steel plate 9 is close to wall 5 and corresponds total buffer slot department and second rubber belt 82 side.
The implementation principle of the river course soil slope retaining wall of the embodiment of the application is as follows: the driving motor 22 rotates the rotation shaft 21, the barrier 1 rotates accordingly, and the insertion rod 71 and the auxiliary rod 72 are inserted into the soil slope. Then, the telescopic rod 62 is inserted into the corresponding insertion hole, and the position of the telescopic rod 62 is fixed by using a bolt, so that the position of the baffle 1 is further stabilized. When water in the river channel impacts the wall body 5, the steel plate 9 protects the wall body 5; meanwhile, the total buffer tank provides a deformation space, and the impact force of river water is reduced.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims (8)

1. The utility model provides a river course soil slope retaining wall, includes wall (5) and base (3), base (3) set up on the river course, wall (5) set up on base (3), its characterized in that: a rotating assembly (2) is arranged on the side edge, close to the soil slope, of the base (3), a baffle (1) is fixedly connected to the rotating assembly (2), and the side face, far away from the wall body (5), of the baffle (1) is connected with the side face of the soil slope; the rotating assembly (2) comprises a driving piece and a rotating shaft (21), the rotating shaft (21) is rotatably connected to the base (3), and the baffle (1) is fixedly connected to the rotating shaft (21) and used for rotating the driving piece of the rotating shaft (21) is arranged on the base (3).
2. The river course soil slope retaining wall of claim 1, characterized in that: the side of baffle (1) deviating from the soil slope is provided with extensible member (6), base (3) top is provided with fixed column (4), the tip that baffle (1) was kept away from in extensible member (6) can be dismantled and connect in fixed column (4).
3. The retaining wall for the earth slope of the river according to claim 2, wherein: extensible member (6) include loop bar (61) and telescopic link (62), wherein one end fixed connection in baffle (1) side of loop bar (61), telescopic link (62) sliding connection is in loop bar (61), a plurality of slot (41) have been seted up to fixed column (4) side near the soil slope, corresponding slot (41) are located to telescopic link (62) tip insertion, can dismantle on fixed column (4) and have a plurality of fastener, the fastener is connected with telescopic link (62).
4. The retaining wall for the earth slope of the river according to claim 3, wherein: the fastener is a second bolt (63), the second bolt (63) is in threaded connection with the side face of the fixed column (4), and the end part of the second bolt (63) penetrates through the part, inserted into the slot (41), of the telescopic rod (62).
5. The river course soil slope retaining wall of claim 1, characterized in that: the side of baffle (1) near the slight slope is provided with a plurality of plug-in components (7), plug-in components (7) are including inserted bar (71), wherein one end fixed connection in baffle (1) side of inserted bar (71).
6. The retaining wall for the earth slope of the river according to claim 5, wherein: the end part of the inserted bar (71) far away from the baffle (1) is in a triangular prism shape.
7. The retaining wall for the earth slope of the river according to claim 5, wherein: the plug-in components (7) still include a plurality of auxiliary rod (72), wherein one end fixed connection outside the inserted link (71) of auxiliary rod (72), the other end of auxiliary rod (72) extends towards the direction of keeping away from the inserted link (71) shaft.
8. The river course soil slope retaining wall of claim 1, characterized in that: the side of wall (5) keeping away from the slight slope is provided with bolster (8), the side that bolster (8) deviates from wall (5) is provided with the protection piece.
CN202022980394.5U 2020-12-09 2020-12-09 River course soil slope retaining wall Active CN213896999U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202022980394.5U CN213896999U (en) 2020-12-09 2020-12-09 River course soil slope retaining wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202022980394.5U CN213896999U (en) 2020-12-09 2020-12-09 River course soil slope retaining wall

Publications (1)

Publication Number Publication Date
CN213896999U true CN213896999U (en) 2021-08-06

Family

ID=77102877

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202022980394.5U Active CN213896999U (en) 2020-12-09 2020-12-09 River course soil slope retaining wall

Country Status (1)

Country Link
CN (1) CN213896999U (en)

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Address after: 510000 room 107, No. 9, Zengjiang Avenue, Zengcheng District, Guangzhou, Guangdong

Patentee after: Guangzhou qingheyuan Construction Co.,Ltd.

Address before: Room 401, 16 Shayuan Road, Licheng street, Zengcheng District, Guangzhou, Guangdong 511300

Patentee before: Guangzhou qingheyuan Construction Co.,Ltd.

CP02 Change in the address of a patent holder