CN219793819U - Bank protection construction structure - Google Patents

Bank protection construction structure Download PDF

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Publication number
CN219793819U
CN219793819U CN202321311185.9U CN202321311185U CN219793819U CN 219793819 U CN219793819 U CN 219793819U CN 202321311185 U CN202321311185 U CN 202321311185U CN 219793819 U CN219793819 U CN 219793819U
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CN
China
Prior art keywords
vertical portion
steel sheet
sheet piles
concrete
serous
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Active
Application number
CN202321311185.9U
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Chinese (zh)
Inventor
王敬凡
龚莉娣
蒋智慜
王辉
周颖
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Shanghai Chengjian Waterworks Engineering Co ltd
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Shanghai Chengjian Waterworks Engineering Co ltd
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Priority to CN202321311185.9U priority Critical patent/CN219793819U/en
Application granted granted Critical
Publication of CN219793819U publication Critical patent/CN219793819U/en
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Abstract

The utility model discloses a shore protection construction structure which is characterized by comprising Lasen steel sheet piles arranged on one side of a river bank, wherein a serous block stone retaining wall is arranged on one side of the Lasen steel sheet piles, which is away from the river channel, an underwater concrete is arranged between the Lasen steel sheet piles and the serous block stone retaining wall, the Lasen steel sheet piles, the serous block stone retaining wall and the underwater concrete are used as a supporting body, a concrete bottom plate is arranged on the supporting body, and a railing is arranged on the concrete bottom plate; the concrete bottom plate is provided with a base, one side of the base is provided with a first vertical portion, the other side of the base is provided with a second vertical portion, and the bottom of the first vertical portion is provided with a reserved hole for installing a drainage structure. The utility model has the advantages of simple integral structure, convenient construction and good revetment treatment effect.

Description

Bank protection construction structure
Technical Field
The utility model relates to a construction structure, in particular to a revetment construction structure.
Background
In the four-stage river channel renovation project river bank renovation process of the hole jing harbor in the Songjiang area (selling new roads-Sijing pond), the company needs to design a bank protection construction structure so as to realize the treatment of the east side of the river channel. In the prior art, although various shore protection construction structures exist, the shore protection effect is insufficient and cannot meet the requirement.
Disclosure of Invention
The utility model aims to provide a revetment construction structure with a good revetment effect.
In order to achieve the above purpose, the present utility model adopts the following technical scheme: the construction structure for the revetment is characterized by comprising Larson steel sheet piles arranged on one side of a river bank, wherein a serous block stone retaining wall is arranged on one side, away from the river channel, of the Larson steel sheet piles, underwater concrete is arranged between the Larson steel sheet piles and the serous block stone retaining wall, the Larson steel sheet piles, the serous block stone retaining wall and the underwater concrete are used as supporting bodies, concrete bottom plates are arranged on the supporting bodies, and railings are arranged on the concrete bottom plates;
the concrete bottom plate is provided with a base, one side of the base is provided with a first vertical portion, the other side of the base is provided with a second vertical portion, and the bottom of the first vertical portion is provided with a reserved hole for installing a drainage structure.
Further: the height of the first vertical portion is smaller than that of the second vertical portion, cultivated soil is arranged on the concrete bottom plate and located between the first vertical portion and the second vertical portion, and green plants are arranged on the cultivated soil.
Further: the drainage structure arranged at the preformed hole is a drainage pipe which is transversely arranged; the inlet side of the drain pipe is provided with a gusset with holes, and geotextile is arranged at the gusset.
Compared with the prior art, the utility model has the following beneficial effects: the utility model has the advantages of simple integral structure, convenient construction and good revetment treatment effect.
Drawings
Fig. 1 is an exemplary diagram of a revetment construction structure.
Fig. 2 is an exemplary view of a concrete floor.
Fig. 3 is a diagram showing an example of the structure of the lid portion.
Detailed Description
Example 1
Referring to fig. 1 to 2, a revetment construction structure, including the lassen steel sheet pile 1 of arranging in river bank one side, lassen steel sheet pile 1 deviates from river course one side and sets up the grouted block stone barricade 2, set up underwater concrete 3 between lassen steel sheet pile 1 and the grouted block stone barricade 2, lassen steel sheet pile 1, grouted block stone barricade 2 and underwater concrete 3 are as the carrier, set up concrete bottom plate 4 on the carrier, set up railing 5 on the concrete bottom plate 4.
The concrete bottom plate 4 is provided with a base 41, one side of the base 41 is provided with a first vertical portion 42, the other side of the base 41 is provided with a second vertical portion 43, and the bottom of the first vertical portion 42 is provided with a reserved hole for installing a drainage structure.
In an embodiment, the height of the first vertical portion 42 is smaller than that of the second vertical portion 43, the soil for cultivation 51 is disposed on the concrete floor 4 and between the first vertical portion 42 and the second vertical portion 43, and the green plants 52 are disposed on the soil for cultivation 51.
In an embodiment, the drainage structure arranged at the preformed hole is a drainage pipe 44, and the drainage pipe 44 is transversely arranged; the inlet side of the drain pipe 44 is provided with a gusset 53 with holes, the gusset is of an L-shaped structure, the L-shaped structure is provided with holes for facilitating drainage, the gusset can be made of stainless steel and other materials, and geotechnical cloth is arranged at the gusset 53.
The drain pipe is convenient to drain accumulated water of the soil planting part, the geotechnical cloth is favorable for arrangement of soil planting, and the drain pipe can be reduced to be blocked by combining the angle support. The railing portion improves the safety of the bank protection structure when in use.
The drawing shows a river 100, a house 101, and a fill 102. The revetment structure formed by the Larson steel sheet piles, the grouted block stone retaining walls, the underwater concrete and the concrete bottom plate has good revetment effect, and the cultivated soil and the green plant part are beneficial to the use of the revetment structure. The utility model has the advantages of simple integral structure, convenient construction and good revetment treatment effect.
Example 2
The basic scheme is the same as that of embodiment 1, referring to fig. 3, the difference is that a hanging point 42a is disposed on the left side of the first vertical portion 42, a hanging rope 42b is disposed on the hanging point 42a, the hanging rope can be made of ropes such as nylon ropes, the upper end of the hanging rope 42b is connected with the hanging point 42a near the first vertical portion, the connection mode includes, but is not limited to, the prior art modes capable of realizing connection such as binding, a cover 42c is disposed at the bottom of the hanging rope 42b, and the cover 42c can be made of stainless steel. The cover body can cover the outlet part of the drain pipe under the action of gravity to form protection, and the cover body can be flushed during drainage; the water flow can flow out from the gap between the cover-shaped body and the first vertical part when the water flow is small. Meanwhile, the cover-shaped body part can clearly indicate the position of the drain pipe, so that the subsequent maintenance is facilitated. The protective structure is selected according to the requirement.
The foregoing is only a preferred embodiment of the present utility model, and the protection scope of the present utility model is not limited to the foregoing embodiment, and all technical solutions belonging to the principles of the present utility model are within the protection scope of the present utility model. Modifications which would occur to those skilled in the art without departing from the principles of the utility model are also intended to be included within the scope of the utility model.

Claims (3)

1. The construction structure for the revetment is characterized by comprising Larson steel sheet piles arranged on one side of a river bank, wherein a serous block stone retaining wall is arranged on one side, away from the river channel, of the Larson steel sheet piles, underwater concrete is arranged between the Larson steel sheet piles and the serous block stone retaining wall, the Larson steel sheet piles, the serous block stone retaining wall and the underwater concrete are used as supporting bodies, concrete bottom plates are arranged on the supporting bodies, and railings are arranged on the concrete bottom plates;
the concrete bottom plate is provided with a base, one side of the base is provided with a first vertical portion, the other side of the base is provided with a second vertical portion, and the bottom of the first vertical portion is provided with a reserved hole for installing a drainage structure.
2. A revetment construction according to claim 1, wherein: the height of the first vertical portion is smaller than that of the second vertical portion, cultivated soil is arranged on the concrete bottom plate and located between the first vertical portion and the second vertical portion, and green plants are arranged on the cultivated soil.
3. A revetment construction according to claim 2, wherein: the drainage structure arranged at the preformed hole is a drainage pipe which is transversely arranged; the inlet side of the drain pipe is provided with a gusset with holes, and geotextile is arranged at the gusset.
CN202321311185.9U 2023-05-28 2023-05-28 Bank protection construction structure Active CN219793819U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202321311185.9U CN219793819U (en) 2023-05-28 2023-05-28 Bank protection construction structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202321311185.9U CN219793819U (en) 2023-05-28 2023-05-28 Bank protection construction structure

Publications (1)

Publication Number Publication Date
CN219793819U true CN219793819U (en) 2023-10-03

Family

ID=88186009

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202321311185.9U Active CN219793819U (en) 2023-05-28 2023-05-28 Bank protection construction structure

Country Status (1)

Country Link
CN (1) CN219793819U (en)

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