Artificial channel bank protection structure and method for constructing same

A river revetment and construction method technology, applied in artificial waterways, water conservancy projects, buildings, etc., can solve problems such as unsafety, high cost, and affecting river landscapes, and achieve the effect of high safety performance and low cost

Active Publication Date: 2015-04-22
SHENZHEN GONGKAN GEOTECHN GRP
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  • Abstract
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  • Claims
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AI Technical Summary

Problems solved by technology

[0005] The purpose of the present invention is to provide a construction method for an artificial river revetment structure, aiming at solving the problems of high cost, unsafety and affecting the river landscape in the artificial river construction method in the prior art

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  • Artificial channel bank protection structure and method for constructing same

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[0015] In order to make the object, technical solution and advantages of the present invention clearer, the present invention will be further described in detail below in conjunction with the accompanying drawings and embodiments. It should be understood that the specific embodiments described here are only used to explain the present invention, not to limit the present invention.

[0016] The implementation of the present invention will be described in detail below in conjunction with specific drawings.

[0017] like figure 1 Shown is a preferred embodiment provided by the utility model.

[0018] The artificial river course includes a river course, and hydrophilic platforms 17 are arranged on both sides of the river course. The hydrophilic platform 17 is located below the ground 19 , and the hydrophilic platform 17 and the ground 19 are connected by an inclined bank slope 18 .

[0019] Extending downward from the ground 19 , the soil is generally a filling layer 2 , a silt ...

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Abstract

The invention relates to the technical field of artificial channels, and discloses a method for constructing an artificial channel bank protection structure. The method comprises the following steps that: 1, underground diaphragm walls are planned to be constructed on the two sides of a channel from ground construction; 2, temporary top beams and temporary inner supports are constructed on the top ends of the two underground diaphragm walls respectively; 3, waist beams are arranged in the underground diaphragm walls, and inner supports are arranged between the two waist beams; and 4, soil masses are excavated outside the underground diaphragm walls to form hydrophilic platforms and bank slopes, the parts of the underground diaphragm walls, which are higher than the hydrophilic platforms, are eliminated, and the temporary top beams and the temporary inner supports are removed. During the construction process, the temporary top beams and the temporary inner supports are arranged on the tops of the underground diaphragm walls, so that the underground diaphragm walls can be enabled not to incline during the construction process; moreover, no other temporary support structures are needed to be installed above the hydrophilic platforms, so that the construction cost is low, and the safety is also high; and in addition, the underground diaphragm walls cannot incline, and accordingly, the channel landscape cannot be influenced.

Description

technical field [0001] The invention relates to the technical field of artificial rivers, in particular to an artificial river revetment structure and a construction method thereof. Background technique [0002] In addition to satisfying the discharge of rainwater, the main function of new artificial rivers in the land reclamation area can also play a role in beautifying the landscape. In the (planned) building-intensive area, the red line of the planned artificial river is limited, and the width of the river is limited. The cross-sectional form is usually: a green belt on the upper slope, a hydrophilic platform on the middle platform, and a revetment structure on the lower steep section. Manually excavating a new channel is to excavate a channel from the ground, which is similar to excavation of foundation pit earthwork and foundation pit support. In order to form a river course, foundation pit support structures need to be set up during the excavation period of the river ...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02B5/02
Inventor 王贤能
Owner SHENZHEN GONGKAN GEOTECHN GRP
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