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Construction method of deep water mixed embankment

A construction method and deep-water technology, which is applied in dikes, dams, jetties, etc., can solve problems such as low efficiency of leveling and component prefabrication, poor precision of deep-water foundation bed riprap, and uncoordinated overall construction process, so as to achieve low work efficiency and laying quality. Improve and avoid the effect of equipment idle

Active Publication Date: 2018-04-20
CCCC SECOND HARBOR ENG
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Problems solved by technology

[0004] Still another object of the present invention is to provide a construction method for deep water mixed embankments, which solves the problem of poor riprap accuracy and large loss of deep water foundation bed, low leveling and component prefabrication efficiency, poor component installation accuracy, low overall mechanization degree, and overall construction process. problems such as inconsistency

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  • Construction method of deep water mixed embankment
  • Construction method of deep water mixed embankment
  • Construction method of deep water mixed embankment

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Embodiment Construction

[0085] The present invention will be further described in detail below in conjunction with the accompanying drawings, so that those skilled in the art can implement it with reference to the description.

[0086] It should be noted that the experimental methods described in the following embodiments, unless otherwise specified, are conventional methods, and the reagents and materials, if not otherwise specified, can be obtained from commercial sources; in the description of the present invention, The terms "landscape", "portrait", "top", "bottom", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", The orientation or positional relationship indicated by "inner", "outer", etc. is based on the orientation or positional relationship shown in the drawings, which is only for the convenience of describing the present invention and simplifying the description, and does not indicate or imply that the referred device or element must have Certain orientations, co...

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Abstract

The invention discloses a construction method of a deep water mixed embankment. The mixed embankment includes a trapezoidal hollow component, a rock rip-rap foundation bed, a sand rib and concrete interlock block mixed software platoon, spats stones, and shoulder stones. The construction method includes the following steps of one, layout of the sand rib and concrete interlock block mixed softwareplatoon; two, rock rip-rap on water; three, foundation bed leveling; four, trapezoidal hollow component arranging; and five, rip-rap and filling of the spats stones and the shoulder stones. The construction method of the deep water mixed embankment solves the problems that precision is low and loss amount is high in deep water foundation bed rock rip-rap; efficiency of leveling and component prefabricating is low; accuracy of component arranging is low; the overall mechanization degree is low; and an overall construction process is not cohesive.

Description

technical field [0001] The invention belongs to the field of hydraulic engineering and deep-water channel regulation and construction. More specifically, the present invention relates to a construction method of a deep water mixed embankment. Background technique [0002] Breakwaters, submerged dikes, spur dikes, etc. are important structures in hydraulic engineering, which can well play the role of energy dissipation, diversion, and narrowing of riverbeds. The mixed embankment structure form of "riprap foundation bed + prefabricated components" is one of its main structural forms. This structure has good anti-tilting and anti-sliding stability of embankment body, uniform foundation reaction force and small vertical load, and is suitable for soft Strong adaptability and other characteristics. With the needs of the project, this type of structure has gradually developed from shallow water to deep water areas, and the roof installation of components has become roofless insta...

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02B3/06E02B3/10E02B3/12E02B3/14E02D15/08E02D15/10
Inventor 张鸿尹应军杨秀礼程茂林夏昊沈立龙徐杰华晓涛卢勇朱明清刘修成孟奎张培生姚平吴中正
Owner CCCC SECOND HARBOR ENG
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