CN219793819U - Bank protection construction structure - Google Patents
Bank protection construction structure Download PDFInfo
- 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
- Authority
- CN
- China
- Prior art keywords
- vertical portion
- steel sheet
- sheet piles
- concrete
- serous
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 238000010276 construction Methods 0.000 title claims abstract description 17
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 17
- 239000010959 steel Substances 0.000 claims abstract description 17
- 239000004575 stone Substances 0.000 claims abstract description 13
- 239000002689 soil Substances 0.000 claims description 9
- 241001464837 Viridiplantae Species 0.000 claims description 4
- 239000004746 geotextile Substances 0.000 claims description 2
- 230000000694 effects Effects 0.000 abstract description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000004744 fabric Substances 0.000 description 2
- 238000009418 renovation Methods 0.000 description 2
- 229910001220 stainless steel Inorganic materials 0.000 description 2
- 239000010935 stainless steel Substances 0.000 description 2
- 239000004677 Nylon Substances 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 229920001778 nylon Polymers 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
Landscapes
- Revetment (AREA)
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
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.
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) |
-
2023
- 2023-05-28 CN CN202321311185.9U patent/CN219793819U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN210439302U (en) | Foundation structure formed by basement and supporting piles | |
CN215289921U (en) | Movable multifunctional wave wall component | |
CN219793819U (en) | Bank protection construction structure | |
CN213267959U (en) | Foundation pit bottom drainage integrated system completed after underground water level rises | |
CN211498722U (en) | Water conservancy dykes and dams structure | |
CN112962520A (en) | Hanging plate retaining wall structure of high pile cap of cast-in-place pile and construction method thereof | |
CN210887094U (en) | Gravity wharf upgrading structure | |
CN210797432U (en) | Water conservancy river course bank protection | |
CN219059921U (en) | Ecological slope protection for soil and water conservation | |
CN209891205U (en) | Outer infiltration of foundation ditch lateral wall is dredged and is arranged structure | |
CN108951540B (en) | Algae collecting, blocking and guiding enclosure system | |
CN109826199A (en) | Seep water white-out structure and its construction method outside a kind of foundation pit side-wall | |
CN210621821U (en) | Offshore deep water intaking head structure | |
CN215518589U (en) | Hanging plate retaining wall structure of high pile cap of cast-in-place pile | |
CN115559261A (en) | River levee structure and construction method | |
CN211080123U (en) | Ecological bank slope protection device in river lake | |
CN208949951U (en) | A kind of riverway sludge cleaning plant | |
CN209493914U (en) | It constructs under the conditions of a kind of high water level spats | |
CN217352315U (en) | River water retaining device | |
CN220184208U (en) | Anti-sedimentation structure of drainage ditch above basement | |
CN110924381A (en) | Seepage-proofing structure of geotechnical engineering side slope | |
CN216405324U (en) | Flexible water drainage device controlled by floating body of check dam | |
CN216074996U (en) | Irrigation dam silt accumulation prevention structure | |
CN214168924U (en) | Protector of bank protection for hydraulic engineering | |
CN213978826U (en) | River section ecological purification overflow dam |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |