CN218712587U - River course retaining wall - Google Patents

Abstract

A river retaining wall belongs to the field of municipal riverways and aims to solve the problems that the retaining wall is arranged along a slope and soil is taken away on the shore of river water, and the river retaining wall comprises a retaining inclined wall; the side wall of the inclined retaining wall is welded with a splicing insertion block, three reinforcing columns are equidistantly mounted on the front side wall of the bottom of the inclined retaining wall, a reinforcing bolt is connected to a transverse plate on the front side of the inclined retaining wall, and a fixing clamping plate is clamped on one side of the front side wall of the inclined retaining wall; this river course retaining wall is through setting up backplate at the end in retaining soil skew wall bottom, when the concrete wall in casting the river course, will keep off soil the skew wall and place at river course frame top through backplate at the end, alright pour the reinforced column in concrete wall body during concrete casting, the reinforced column improves the joint strength with the concrete through the reinforcement fin of < form to it is not hard up to prevent to keep off soil the skew wall, is favorable to improving the effect of the fender soil effect and the water impact resistance of keeping off soil the skew wall.

Description

River course retaining wall

Technical Field

The utility model relates to a municipal administration river course technical field especially relates to a river course retaining wall.

Background

In the course of renovating river course, the retaining wall is a kind of artificial structure of permanent or temporary wall or similar wall built for ensuring the stable position of filling or digging, in municipal river course, in order to prevent the soil loss of bank side, reduce the soil loss by setting up the retaining wall, and improve the ornamental value, the existing retaining wall of river course is usually set up in the same direction as the slope, the soil of bank side is apt to flow into the river course along the slope under the drive of rivers, cause the great soil loss of bank side, and the river water in the river course is apt to rush to the bank side along the slope, bring the soil of bank side into the river, thus cause the soil loss of bank side to be serious, and the gap between adjacent retaining walls is apt to cause the soil loss under the impact of river water, cause the integrity of retaining wall to be influenced.

Therefore, the existing structure and the deficiency are researched and improved, and the river retaining wall is provided, so that the aim of higher practical value is fulfilled.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a river course retaining wall to solve the current river course retaining wall that provides among the above-mentioned background art and set up for following the slope usually, the river in the river course is very easily gone up the bank with following the slope, brings the earth on bank into the river, thereby leads to bank earth to run off seriously, and the gap between the adjacent retaining wall very easily causes earth to run off under the impact of river, leads to the retaining wall wholeness to receive the problem of influence.

The utility model discloses the purpose and the efficiency of river course retaining wall are reached by following specific technological means:

a river course retaining wall, wherein, the river course retaining wall includes retaining the inclined wall; the welding has the concatenation inserted block on the lateral wall of retaining wall inclined wall, and three reinforcement post is installed to the equidistance before the bottom of retaining wall inclined wall on the lateral wall, is connected with the reinforcing bolt on the diaphragm of retaining wall inclined wall front side, and lateral wall one side joint has fixed cardboard before retaining wall inclined wall.

Further, the preceding lateral wall that keeps off the native inclined wall is the hypsokinesis form, keeps off native inclined wall rear side and river contact, keeps off native inclined wall preceding lateral wall and is provided with the diaphragm, is provided with the backup pad between diaphragm and the lateral wall that keeps off native inclined wall retroflection, and the backup pad bottom is provided with the baffle, and the backup pad equidistance is provided with threely, keeps off native inclined wall top and is provided with the diaphragm.

Furthermore, a splicing slot is formed in one side wall of the retaining inclined wall, three fixing holes are formed in the front side wall of the splicing slot at equal distances, a screw hole is formed between every two adjacent fixing holes, the splicing insertion block is inserted into the splicing slot, and a fixing pin hole formed in the splicing insertion block is communicated with the fixing holes.

Furthermore, a bottom guard plate is vertically arranged at the bottom of the inclined retaining wall, three reinforcing columns are equidistantly arranged on the front side wall of the bottom guard plate, five reinforcing fins are respectively arranged on two sides of each reinforcing column, each reinforcing fin is in a shape of a cross, and the concave sides of the reinforcing fins are opposite to the bottom guard plate of the inclined retaining wall.

Furthermore, the backward inclined side wall of the inclined retaining wall opposite to the river surface is symmetrically provided with two longitudinally-arranged shunting bulges, each shunting bulge is triangular, and a connecting rod is welded between the two shunting bulges.

Furthermore, the equidistance is provided with three fixed round pin post on the back lateral wall of fixed cardboard, and during the fixed round pin post passed the fixed orifices of retaining wall skew wall and pegged graft the fixed pinhole of concatenation inserted block, be provided with two screw holes between the three fixed round pin post of fixed cardboard, threaded connection has fixing bolt in the screw hole, and fixing bolt end-to-end connection is in the screw of seting up between the fixed orifices of retaining wall skew wall.

Compare with current structure under, the utility model discloses following beneficial effect has:

1. the utility model discloses a backplate at the bottom of setting up in retaining soil skew wall bottom, when the concrete wall in casting the river course, will keep off soil skew wall and place at river course frame top through backplate at the bottom, during concrete casting alright pour the reinforced column in concrete wall, the reinforced column improves the joint strength with the concrete through the reinforcement fin of < form to it is not hard up to prevent to keep off soil skew wall, is convenient for improve the effect of keeping off soil effect and the water impact of keeping off soil skew wall.

2. The utility model discloses an offer concatenation slot and keep off the cooperation of native inclined wall lateral wall welded concatenation inserted block in keeping off native inclined wall lateral wall, make and realize the connection between the adjacent fender native inclined wall, thereby improve the wholeness that the river course kept off the native inclined wall, improve and keep off native inclined wall water current impact resistance and increase the effect that prevents earth loss, the concatenation slot is connected through the fixed round pin post of fixed cardboard with the concatenation inserted block, fixed cardboard passes through fixing bolt and connects on keeping off the native inclined wall, and through the compaction of earth, thereby let prevent that fixed cardboard is not hard up to deviate from, thereby improve the joint strength between the adjacent fender native inclined wall.

3. The utility model discloses a it is protruding to set up the reposition of redundant personnel on the hypsokinesis lateral wall that keeps off the native inclined wall and the river face is relative, makes to keep off the native inclined wall when in the face of water impact, can shunt the river to reduce the impact of river to keeping off the native inclined wall, and the connecting rod that sets up between the reposition of redundant personnel is convenient to fall into water and is saved oneself the use.

Drawings

FIG. 1 is a schematic diagram of a right front side axial view of the present invention;

FIG. 2 is a schematic diagram of the right rear side axial view structure of the present invention;

FIG. 3 is a schematic view of the overall split structure of the present invention;

fig. 4 is the rear side structure schematic diagram of the whole split of the utility model.

In the drawings, the corresponding relationship between the component names and the reference numbers is as follows:

1. a soil-retaining inclined wall; 101. splicing the slots; 102. a fixing hole; 103. a support plate; 104. a partition plate; 105. a bottom guard plate; 106. a flow distribution protrusion; 107. a connecting rod; 2. splicing the insert blocks; 201. a fixing pin hole; 3. reinforcing columns; 301. reinforcing the fins; 4. reinforcing the bolt; 5. fixing the clamping plate; 501. fixing the pin column; 502. a threaded hole; 6. and (5) fixing the bolt.

Detailed Description

The following describes embodiments of the present invention in further detail with reference to the drawings and examples. The following examples are intended to illustrate the invention, but are not intended to limit the scope of the invention.

In the description of the present invention, "a plurality" means two or more unless otherwise specified; the terms "upper", "lower", "left", "right", "inner", "outer", "front", "rear", "head", "tail", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are merely for convenience of description and simplicity of description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, should not be construed as limiting the present invention. Furthermore, the terms "first," "second," "third," and the like are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.

In the description of the present invention, it is to be noted that, unless otherwise explicitly specified or limited, the terms "connected" and "connected" are to be interpreted broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; may be directly connected or indirectly connected through an intermediate. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.

Example (b):

as shown in figures 1 to 4:

the utility model provides a river course retaining wall, including: a soil-retaining inclined wall 1; the utility model provides a welding has concatenation inserted block 2 on the lateral wall of oblique retaining wall 1, equidistant three reinforced column 3 of installing on the bottom front wall of oblique retaining wall 1, be connected with reinforcing bolt 4 on the lateral plate of oblique retaining wall 1 front side, 1 front side wall one side joint of oblique retaining wall has fixed cardboard 5, the front side wall of oblique retaining wall 1 is the hypsokinesis form, 1 rear side of oblique retaining wall contacts with the river, 1 front side wall of oblique retaining wall is provided with the diaphragm, be provided with backup pad 103 between diaphragm and the lateral wall that oblique retaining wall 1 retroverted, backup pad 103 bottom is provided with baffle 104, the backup pad 103 equidistance is provided with threely, 1 top of oblique retaining wall is provided with the diaphragm, concrete function, through setting up the lateral wall of oblique retaining wall 1 into burying form, so that the lateral wall hypsokinesis to rivers formation block, thereby the mode is gone up the rivers, avoid the earth on the rivers, and take away the diaphragm of the 1 front side of oblique retaining wall, backup pad 103 and baffle 104 all take away in the soil of river course dykes, through oblique retaining wall 1 when preventing through oblique retaining wall 1, it runs off to prevent to consolidate the earth.

Wherein, the concatenation slot 101 has been seted up in one side wall of oblique retaining wall 1, three fixed orifices 102 have been seted up to equidistant on the lateral wall before the concatenation slot 101, the screw has been seted up between two adjacent fixed orifices 102, concatenation inserted block 2 pegs graft in concatenation slot 101, the fixed pinhole 201 that sets up in concatenation inserted block 2 link up with fixed orifices 102 mutually, equidistant three fixed pin post 501 that is provided with on the back lateral wall of fixed cardboard 5, fixed pin post 501 passes fixed orifices 102 of oblique retaining wall 1 and pegs graft to in the fixed pinhole 201 of concatenation inserted block 2, be provided with two screw holes 502 between the three fixed pin post 501 of fixed cardboard 5, threaded connection has fixing bolt 6 in screw hole 502, fixing bolt 6 end-to-end connection is in the screw that sets up between the fixed orifices 102 of oblique retaining wall 1, concrete effect, through establishing in oblique retaining wall 1 lateral wall in the cooperation of concatenation slot 101 and oblique retaining wall 1 lateral wall welded concatenation inserted block 2, make to realize the connection between the adjacent oblique retaining wall 1, thereby improve the wholeness of river course oblique retaining wall 1, improve the oblique retaining wall 1 and increase the impact flow and prevent that the effect of the oblique retaining wall from impacting and increase the fixed oblique retaining wall 1 and connect the fixed bolt 5 and carry out through the fixed bolt 5 and prevent that the soil loss through the fixed bolt 1, thereby the fixed cardboard 5 that the soil loss of fixing plug-to improve the soil loss of the fixed cardboard, thereby the soil loss of the soil.

Wherein, the bottom of retaining wall inclined wall 1 is provided with end backplate 105 perpendicularly, equidistant three reinforcement post 3 that is provided with on the preceding lateral wall of end backplate 105, the reinforcement post 3 both sides are provided with five reinforcement fins 301 respectively, reinforcement fins 301 are "<" form, the indent side of reinforcement fins 301 is relative with the end backplate 105 of retaining wall inclined wall 1, the concrete function, through set up end backplate 105 in retaining wall inclined wall 1 bottom, when casting the concrete wall in river course, place retaining wall inclined wall 1 at river course frame top through end backplate 105, alright pour reinforcement post 3 in concrete wall during concrete casting, reinforcement post 3 improves the joint strength with the concrete through the reinforcement fins 301 of form, thereby prevent that retaining wall inclined wall 1 is not hard up, be convenient for improve the effect of retaining wall effect and the water impact resistance of retaining wall inclined wall 1.

Wherein, the hypsokinesis lateral wall symmetry that keeps off the oblique wall 1 and the river surface is relative is provided with the protruding 106 of reposition of redundant personnel of two vertical settings, the reposition of redundant personnel is triangle-shaped protruding 106, the welding has connecting rod 107 between two reposition of redundant personnel are protruding 106, concrete action, through set up the protruding 106 of reposition of redundant personnel on the hypsokinesis lateral wall that keeps off the oblique wall 1 and the river surface is relative, make and keep off the oblique wall 1 when the impact of rivers, can shunt the river, thereby reduce the impact of river to keeping off the oblique wall 1, and the connecting rod 107 that sets up between the reposition of redundant personnel arch 106 makes things convenient for the personnel of falling into the water to save oneself and use.

The specific use mode and function of the embodiment are as follows:

when the river retaining wall is used, firstly, when a concrete wall of a river is cast, the inclined retaining wall 1 is placed at the top of a river frame through the bottom protection plate 105, the reinforcing columns 3 can be cast in the concrete wall when the concrete is cast, the connecting strength between the reinforcing columns 3 and the concrete is improved through the reinforcing fins 301, so that the inclined retaining wall 1 is prevented from loosening, then, the splicing slots 101 are arranged in the side walls of the inclined retaining wall 1 and matched with the splicing insertion blocks 2 welded on the side walls of the inclined retaining wall 1, so that the adjacent inclined retaining walls 1 are connected, so that the integrity of the inclined retaining wall 1 of the river is improved, the water flow impact resistance of the inclined retaining wall 1 is improved, the effect of preventing soil loss is increased, the splicing slots 101 and the splicing insertion blocks 2 are connected through the fixing pin columns 501 of the fixing clamping plates 5, fixed cardboard 5 passes through fixing bolt 6 to be connected on retaining oblique wall 1, and the compaction through earth, thereby let prevent that fixed cardboard 5 is not hard up to deviate from, through setting the lateral wall that keeps off retaining oblique wall 1 to hypsokinesis form, so that the hypsokinesis lateral wall that makes retaining oblique wall 1 forms the closure to rivers, thereby the mode rivers are washed the river course dykes and dams, avoid taking away the earth on the dykes and dams, and the diaphragm of retaining oblique wall 1 front side, backup pad 103 and baffle 104 are all buried underground in the soil of river course dykes and dams, and through set up reposition of redundant personnel arch 106 on the hypsokinesis lateral wall that keeps off oblique wall 1 and the river is relative, make retaining oblique wall 1 when impacting in the face of rivers, can shunt the river, thereby reduce the impact of river to retaining oblique wall 1, and the connecting rod 107 that sets up between the reposition of redundant personnel self-rescue the use of falling into water conveniently.

In summary, although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the technical solutions described in the foregoing embodiments or equivalent replacements may be made to some technical features of the embodiments, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included in the scope of the present invention.

Claims (6)

1. The utility model provides a river course retaining wall which characterized in that: comprises a retaining inclined wall (1); the side wall of retaining soil skew wall (1) goes up the welding and has concatenation inserted block (2), and three reinforcement post (3) are installed to the equidistance before the bottom of retaining soil skew wall (1) on the lateral wall, are connected with on retaining soil skew wall (1) front side diaphragm and consolidate bolt (4), and lateral wall one side joint has fixed cardboard (5) before retaining soil skew wall (1).

2. A retaining wall for river channels according to claim 1, wherein: the front side wall of retaining wall skew wall (1) is hypsokinesis form, and retaining wall skew wall (1) rear side and river contact, retaining wall skew wall (1) front side wall are provided with the diaphragm, are provided with backup pad (103) between diaphragm and the lateral wall that retains wall skew wall (1) retroverted, and backup pad (103) bottom is provided with baffle (104), and backup pad (103) equidistance is provided with threely, and retaining wall skew wall (1) top is provided with the diaphragm.

3. A retaining wall for river courses according to claim 1, characterised in that: the soil retaining inclined wall is characterized in that a splicing slot (101) is formed in one side wall of the soil retaining inclined wall (1), three fixing holes (102) are formed in the front side wall of the splicing slot (101) at equal intervals, a screw hole is formed between every two adjacent fixing holes (102), a splicing insertion block (2) is inserted into the splicing slot (101), and a fixing pin hole (201) formed in the splicing insertion block (2) is communicated with the fixing holes (102).

4. A retaining wall for river channels according to claim 1, wherein: the bottom of the inclined retaining wall (1) is vertically provided with a bottom guard plate (105), the front side wall of the bottom guard plate (105) is equidistantly provided with three reinforcing columns (3), two sides of each reinforcing column (3) are respectively provided with five reinforcing fins (301), each reinforcing fin (301) is in a shape of a cross, and the concave side of each reinforcing fin (301) is opposite to the bottom guard plate (105) of the inclined retaining wall (1).

5. A retaining wall for river channels according to claim 1, wherein: the inclined retaining wall (1) is symmetrically provided with two longitudinally-arranged shunting bulges (106) with backward inclined side walls opposite to the river surface, the shunting bulges (106) are triangular, and a connecting rod (107) is welded between the two shunting bulges (106).

6. A retaining wall for river channels according to claim 1, wherein: the fixing clamp plate is characterized in that three fixing pin columns (501) are arranged on the rear side wall of the fixing clamp plate (5) at equal distances, the fixing pin columns (501) penetrate through fixing holes (102) of the retaining inclined wall (1) and are inserted into fixing pin holes (201) of the splicing insertion blocks (2), two threaded holes (502) are formed between the three fixing pin columns (501) of the fixing clamp plate (5), fixing bolts (6) are connected in the threaded holes (502) in a threaded mode, and the tail ends of the fixing bolts (6) are connected in screw holes formed between the fixing holes (102) of the retaining inclined wall (1).

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