CN213867614U - C-shaped embankment structure capable of utilizing embankment body space - Google Patents
C-shaped embankment structure capable of utilizing embankment body space Download PDFInfo
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- CN213867614U CN213867614U CN202021881803.XU CN202021881803U CN213867614U CN 213867614 U CN213867614 U CN 213867614U CN 202021881803 U CN202021881803 U CN 202021881803U CN 213867614 U CN213867614 U CN 213867614U
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Abstract
The utility model discloses a C-shaped embankment structure capable of utilizing embankment body space, which comprises an embankment body with a C-shaped section, wherein the embankment body is composed of at least a bottom plate, a side wall close to water and a top plate, a containing room is arranged inside the embankment body, and a water-carrying side in the containing room is provided with an access hole communicated with the outside; the support structure for connecting the bottom plate and the top plate is arranged on the backwater side of the dyke body main body, and the dyke top structure is arranged at the top of the dyke body main body. The utility model provides a can utilize C type dyke structural style in dyke body space when satisfying traditional flood control requirement of dyke and domatic view and make the requirement, make full use of the space of dyke body can improve the land rate of utilization in city, promote the land and worth, realized the effective integration of nature and human characters.
Description
Technical Field
The utility model relates to a hydraulic engineering field, concretely relates to C type dyke structure in usable dyke body space.
Background
The dike refers to a water retaining building built along the edge of a river, a canal, a lake, a coast or a flood area, a flood diversion area and a reclamation area. Embankments are an important flood protection project that has been adopted most widely in the world.
With the rapid development of social economy, the population of cities is increasing continuously, in order to meet the development requirements of cities and the overall requirements of livable life, harmony and ecological landscape in the current ecological civilization construction, people continuously exert various functions of flood control measures such as embankment and the like, and the people-oriented development concept is embodied.
The prior embankment structure type mostly adopts a slope type section, a vertical retaining wall type section and a combined type section type of the slope type section and the vertical retaining wall type section. In urban rivers, slopes are generally built in combination with landscapes. The embankment structure can meet the flood control function, but the embankment is too bulky, occupies a large area and provides high requirements for urban land.
Therefore, it is very important to design a dike structure type which can ensure the flood control requirement of the dike, simultaneously consider the construction of urban ecological landscape and reduce the occupied land requirement.
SUMMERY OF THE UTILITY MODEL
To the not enough that exists among the prior art, the utility model aims to provide a C type dyke structure in usable dyke body space. The utility model discloses make full use of the space of dyke body, can improve the land use rate in city, promote the land and worth, realized the effective integration of nature and literary composition.
In order to solve the technical problem, the utility model discloses a following technical scheme realizes:
a C-shaped embankment structure capable of utilizing embankment body space comprises an embankment body with a C-shaped section, wherein the embankment body is at least composed of a bottom plate, a water-contacting side wall and a top plate, a containing room is arranged inside the embankment body, and an inlet and an outlet communicated with the outside are arranged on the back water side of the containing room; the support structure for connecting the bottom plate and the top plate is arranged on the backwater side of the dyke body main body, and the dyke top structure is arranged at the top of the dyke body main body.
As a preferred technical scheme of the utility model, bearing structure is the hard wall that sets up along dyke body extending direction interval.
As an optimal technical scheme of the utility model, set up the uplift pile under the bottom plate to satisfy the anti requirement of floating.
As a preferred technical scheme of the utility model, the dyke top structure is the anticollision railing, the symmetry set up in the width direction both sides of roof.
As an optimized technical scheme of the utility model, the side upper portion of waterside of the side wall of waterside has the inclined plane to the side slope of dorsad.
Compared with the prior art, the utility model, following advantage and beneficial effect have:
the utility model provides a can utilize C type dyke structural style in dyke body space when satisfying traditional flood control requirement of dyke and domatic view and make the requirement, make full use of the space of dyke body can improve the land rate of utilization in city, promote the land and worth, realized the effective integration of nature and human characters.
Drawings
Fig. 1 is a perspective view of the present invention;
fig. 2 is a side sectional view of the present invention;
fig. 3 is a schematic diagram of the application of the present invention.
Reference numerals: 1-a bottom plate; 2-near water side wall; 3-a top plate; 4-a support structure; 5-dyke top structure.
Detailed Description
In order to make the technical solution of the present invention better understood by those skilled in the art, the following description of the preferred embodiments of the present invention is given with reference to the accompanying examples, but it should be understood that the drawings are for illustrative purposes only and are not to be construed as limiting the patent; for the purpose of better illustrating the embodiments, certain features of the drawings may be omitted, enlarged or reduced, and do not represent the size of an actual product; it will be understood by those skilled in the art that certain well-known structures in the drawings and descriptions thereof may be omitted. The positional relationships depicted in the drawings are for illustrative purposes only and are not to be construed as limiting the present patent.
As shown in fig. 1 to 3, the utility model provides a C type dyke structure in usable dyke body space, include that the section that comprises bottom plate 1, near water side wall 2, 3 three of roof at least is the dyke body main part of C type, dyke body main part adopts reinforced concrete structure, and concrete structure size can design the adjustment according to actual demand. The outer side of the main body of the dike body facing water can be used for slope releasing treatment and slope landscape construction, and the normal river bank slope form is maintained. The upper part of the waterside side wall 2 is provided with an inclined plane inclined to the backwater side, and can be better abutted against a gentle slope of the waterside side outside the embankment body.
The embankment body adopts an unclosed structure, a containing room is arranged in the embankment body, and an inlet and an outlet communicated with the outside are arranged on the backwater side of the containing room; and a supporting structure 4 for connecting the bottom plate 1 and the top plate 3 is arranged on the backwater side of the dyke body main body, the supporting structure 4 is preferably a partition pier arranged at intervals of 3-8 m along the extending direction of the dyke body, and the partition pier can be a C25 reinforced concrete partition pier with the diameter of 50 cm. The space in the dyke body can be used for creating riverside integrated landscape demonstration areas such as riverside shops, landscape corridors and the like according to the requirements of urban construction units, and can also be used as public facilities such as parking lots and the like.
The top of the dyke body main body is provided with a dyke top structure 5 (different dyke top structures can be adopted, and selective adjustment can be performed by combining the use), and the dyke top structures 5 are anti-collision railings and are symmetrically arranged on two sides of the top plate in the width direction.
An uplift pile is arranged under the bottom plate 1 (meanwhile, in order to meet the stability of the embankment body, other foundation treatment modes can be continuously adopted according to the actual geological condition) so as to meet the anti-floating requirement.
According to the description and drawings of the present invention, those skilled in the art can easily make or use the C-shaped embankment structure of the present invention, which can utilize the embankment space, and can produce the positive effects described in the present invention.
Unless otherwise specified, in the present invention, if the terms "length", "width", "upper", "lower", "top", "bottom", "inner", "outer", etc. indicate the orientation or positional relationship based on the drawings, it is only for convenience of description and simplification of the description, but not for indicating or implying that the referred device or element must have a specific orientation, be constructed and operated in a specific orientation, and therefore the terms describing the orientation or positional relationship in the present invention are used for illustrative purposes only and are not to be construed as limitations of the present patent, and those skilled in the art can understand the specific meaning of the above terms according to the specific situation by referring to the drawings.
Unless expressly stated or limited otherwise, the terms "disposed," "connected," and "connected" are used broadly and encompass both fixed and removable connections, or integral connections; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.
The above is only the preferred embodiment of the present invention, not to the limitation of the present invention in any form, all the technical matters of the present invention all fall into the protection scope of the present invention to any simple modification and equivalent change of the above embodiments.
Claims (5)
1. A C-shaped embankment structure capable of utilizing embankment body space is characterized in that: the embankment body is characterized by comprising an embankment body which is at least composed of a bottom plate (1), a waterside side wall (2) and a top plate (3) and has a C-shaped section, wherein an accommodating room is arranged in the embankment body, and an inlet and an outlet which are communicated with the outside are arranged on the backwater side of the accommodating room; the support structure (4) for connecting the bottom plate (1) and the top plate (3) is arranged on the backwater side of the dyke body main body, and the top of the dyke body main body is provided with a dyke top structure (5).
2. A C-bank structure for making use of bank body spaces according to claim 1, wherein: the supporting structures (4) are piers arranged at intervals along the extending direction of the embankment body.
3. A C-bank structure for making use of bank body spaces according to claim 1, wherein: the embankment top structure (5) is an anti-collision railing and is symmetrically arranged on two sides of the top plate (3) in the width direction.
4. A C-bank structure for making use of bank body spaces according to claim 1, wherein: an uplift pile is arranged below the bottom plate (1) to meet the requirement of anti-floating.
5. A C-bank structure for making use of bank body spaces according to claim 1, wherein: the upper part of the water side wall (2) on the water side is provided with an inclined plane inclined to the backwater side.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021881803.XU CN213867614U (en) | 2020-09-02 | 2020-09-02 | C-shaped embankment structure capable of utilizing embankment body space |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021881803.XU CN213867614U (en) | 2020-09-02 | 2020-09-02 | C-shaped embankment structure capable of utilizing embankment body space |
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| CN213867614U true CN213867614U (en) | 2021-08-03 |
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| CN202021881803.XU Active CN213867614U (en) | 2020-09-02 | 2020-09-02 | C-shaped embankment structure capable of utilizing embankment body space |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115404816A (en) * | 2022-09-30 | 2022-11-29 | 长江勘测规划设计研究有限责任公司 | Method for building dike with built-in empty box |
-
2020
- 2020-09-02 CN CN202021881803.XU patent/CN213867614U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115404816A (en) * | 2022-09-30 | 2022-11-29 | 长江勘测规划设计研究有限责任公司 | Method for building dike with built-in empty box |
| CN115404816B (en) * | 2022-09-30 | 2023-08-25 | 长江勘测规划设计研究有限责任公司 | Embankment construction method with empty boxes inside |
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