CN220977880U - Ecological unrestrained slope protection structure that disappears - Google Patents

Ecological unrestrained slope protection structure that disappears Download PDF

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Publication number
CN220977880U
CN220977880U CN202322561807.XU CN202322561807U CN220977880U CN 220977880 U CN220977880 U CN 220977880U CN 202322561807 U CN202322561807 U CN 202322561807U CN 220977880 U CN220977880 U CN 220977880U
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CN
China
Prior art keywords
slope protection
frame
side frame
protection frame
ecological
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Active
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CN202322561807.XU
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Chinese (zh)
Inventor
高宇航
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Shanghai Shangzi Engineering Design Co.,Ltd.
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SHANGHAI YOUWEI ENGINEERING DESIGN CO LTD
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/11Hard structures, e.g. dams, dykes or breakwaters

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Abstract

The utility model relates to the field of slope protection construction, in particular to an ecological wave-eliminating slope protection structure, which comprises a slope protection frame I and a slope protection frame II, wherein the slope protection frame I and the slope protection frame II are sequentially arranged at intervals, the slope protection frame I comprises a bottom plate I and a side frame I, the slope protection frame II comprises a bottom plate II and a side frame II, the heights of the side frame I and the side frame II are different, and communicating holes for water passing are formed in the side frame I and the side frame II.

Description

Ecological unrestrained slope protection structure that disappears
Technical Field
The utility model relates to the field of slope protection construction, in particular to an ecological wave-eliminating slope protection structure.
Background
For river and sea dikes subjected to hydraulic flushing, tide erosion and wind and wave undercut, a hard slope protection structure is required to be adopted on the outer slope of the dike in order to ensure the safety of the sea dike. At present, most of methods for curing the hardening of the slope outside the embankment, such as stone slope protection by filling building blocks, concrete fence board slope protection and the like, are commonly used.
Above-mentioned slope protection structure has guaranteed the security of seawall, but aquatic organism's habitat can suffer comparatively serious destruction, and the view nature is relatively poor.
Disclosure of utility model
The utility model aims to provide an ecological wave-eliminating slope protection structure which is used for solving the problems that although the safety of seawalls is guaranteed by adopting the current slope protection structures such as stone slope protection and concrete fence board slope protection, the habitat of aquatic organisms is seriously damaged and the landscapes are poor.
In order to achieve the above purpose, the utility model provides an ecological wave-dissipating slope protection structure which is placed on the surface of a dike and comprises a slope protection frame I and a slope protection frame II, wherein the slope protection frame I and the slope protection frame II are sequentially arranged at intervals, the slope protection frame I comprises a bottom plate I and a side frame I, the slope protection frame II comprises a bottom plate II and a side frame II, the heights of the side frame I and the side frame II are different, and communicating holes for water to flow are formed in the side frame I and the side frame II.
As a further scheme of the utility model, soil planting is backfilled in the slope protection frame I and the slope protection frame II.
As a further scheme of the utility model, the side frames of the slope protection frame I and the slope protection frame II are tightly attached, and the communication holes on the adjacent side frames I and II are correspondingly communicated.
As a further scheme of the utility model, the height of the side frame I is 600mm.
As a further scheme of the utility model, the height of the side frame II is 400mm.
Compared with the prior art, the utility model has the advantages that the slope protection frame I and the slope protection frame II form an uneven shape, the roughness of the slope surface outside the sea wall is increased, the wave energy is consumed, the wave-dissipating effect is greatly improved, meanwhile, the communicating holes can reduce the negative suction force and the positive pressure of the wave, the accumulated water in the slope protection frame I and the slope protection frame II is removed, and the service lives of the slope protection frame I and the slope protection frame II are prolonged.
Drawings
Fig. 1 is a schematic structural diagram of an ecological wave-dissipating slope protection structure provided by the utility model.
Fig. 2 is a schematic structural diagram of a slope protection frame i provided by the utility model.
Fig. 3 is a schematic layout and installation diagram of a slope protection frame i and a slope protection frame ii provided by the utility model.
In the accompanying drawings: 1. a dike; 2. slope protection frame I; 201. a communication hole; 3. slope protection frame II.
Description of the embodiments
The technical scheme of the utility model is further described in detail below with reference to the specific embodiments.
As shown in fig. 1, 2 and 3, in the embodiment of the present utility model, an ecological wave-dissipating slope protection structure is placed on the surface of a dike 1, and includes a slope protection frame i 2 and a slope protection frame ii 3, where the slope protection frame i 2 and the slope protection frame ii 3 are sequentially arranged at intervals, the slope protection frame i 2 includes a bottom plate i and a side frame i, the slope protection frame ii 3 includes a bottom plate ii and a side frame ii, the heights of the side frame i and the side frame ii are different, and communication holes 201 for water running are formed on the side frame i and the side frame ii;
Specifically, in the utility model, a row of slope protection frames II 3 are respectively arranged at two sides of a row of slope protection frames I2, and the slope protection frames I2 and II 3 with different height specifications are tightly connected together to form concave-convex arrangement, so that the outer slope surface is in a concave-convex shape, the roughness of the outer slope surface of the seawall is increased, the friction between waves and the slope surface is increased, the energy of waves is consumed, the wave eliminating effect is greatly improved, and the stability of the seawall 1 is further improved;
And all be equipped with the intercommunicating pore 201 of walking water on the side frame I and the side frame II of bank protection frame I2 and bank protection frame II 3, reduce the negative suction and the positive pressure of wave, get rid of the ponding of wave in ecological frame, strengthen the exchange of energy between the land and water simultaneously, provide good habitat for the aquatic creature, resume the ecological and view function of pond.
As shown in FIG. 1, in the embodiment of the utility model, the slope protection frame I2 and the slope protection frame II 3 are backfilled with planting soil, and the ecology and the landscape of the external slope of the large sea pond dike are improved due to the planting of plants according to local conditions in the planting soil.
As shown in fig. 2 and 3, in the embodiment of the present utility model, the side frames of the slope protection frame i 2 and the slope protection frame ii 3 are closely attached, and the communication holes 201 on the adjacent side frames i and ii are correspondingly communicated.
In the embodiment of the present utility model, as shown in fig. 3, the height of the side frame i is 600mm, and the height of the side frame ii is 400mm, and a height difference of 200mm is provided between the side frame i and the side frame ii, and of course, the heights of the side frame i and the side frame ii may be adjusted correspondingly in the actual design.
In the description of the present utility model, it should be noted that, unless explicitly specified and limited otherwise, the terms "mounted," "connected," and "connected" are to be construed broadly, and may be either fixedly connected, detachably connected, or integrally connected, for example; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium, and can be communication between two elements. The specific meaning of the above terms in the present utility model can be understood by those of ordinary skill in the art in a specific case.
While the preferred embodiments of the present utility model have been described in detail, the present utility model is not limited to the above embodiments, and various changes can be made without departing from the spirit of the present utility model within the knowledge of those skilled in the art.

Claims (5)

1. The utility model provides an ecological unrestrained slope protection structure that disappears, its place on dyke surface, its characterized in that includes slope protection frame I and slope protection frame II, slope protection frame I and slope protection frame II interval sets gradually, slope protection frame I includes bottom plate I and side frame I, slope protection frame II includes bottom plate II and side frame II, the difference in height of side frame I and side frame II, and all be equipped with the intercommunicating pore of walking water on side frame I and the side frame II.
2. The ecological wave-dissipating slope protection structure according to claim 1, wherein soil is filled in the slope protection frame I and the slope protection frame II.
3. The ecological wave-dissipating slope protection structure according to claim 1, wherein the side frames of the slope protection frame I and the slope protection frame II are tightly attached, and the communication holes on the adjacent side frames I and II are correspondingly communicated.
4. The ecological wave-eliminating slope protection structure according to claim 1, wherein the height of the side frame I is 600mm.
5. The ecological wave-eliminating slope protection structure according to claim 1, wherein the height of the side frame II is 400mm.
CN202322561807.XU 2023-09-21 2023-09-21 Ecological unrestrained slope protection structure that disappears Active CN220977880U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202322561807.XU CN220977880U (en) 2023-09-21 2023-09-21 Ecological unrestrained slope protection structure that disappears

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202322561807.XU CN220977880U (en) 2023-09-21 2023-09-21 Ecological unrestrained slope protection structure that disappears

Publications (1)

Publication Number Publication Date
CN220977880U true CN220977880U (en) 2024-05-17

Family

ID=91054964

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202322561807.XU Active CN220977880U (en) 2023-09-21 2023-09-21 Ecological unrestrained slope protection structure that disappears

Country Status (1)

Country Link
CN (1) CN220977880U (en)

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Address after: No.40, Shuifeng Road, Yangpu District, Shanghai 200093

Patentee after: Shanghai Shangzi Engineering Design Co.,Ltd.

Country or region after: China

Address before: No.40, Shuifeng Road, Yangpu District, Shanghai 200093

Patentee before: SHANGHAI YOUWEI ENGINEERING DESIGN Co.,Ltd.

Country or region before: China

CP03 Change of name, title or address