Shallow sea region land and sea mixed rock riprap method for dynamic planning

A dynamic planning and regional technology, applied in the direction of roads, roads, buildings, etc., can solve the problems of poor positioning accuracy and potential safety hazards, and achieve the effect of orderly construction

Inactive Publication Date: 2013-01-02
ZHEJIANG UNIV OF TECH
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  • Abstract
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AI Technical Summary

Problems solved by technology

[0003] In order to overcome the disadvantages of poor positioning accuracy and potential safety hazards in the existing rock-throwing methods, the purpose of the present invention is to provide a dynamic planning land-water mixed dumping method in shallow sea areas with high positioning accuracy, measurable and controllable rock throwing volume, and safety and reliability. stone method

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  • Shallow sea region land and sea mixed rock riprap method for dynamic planning
  • Shallow sea region land and sea mixed rock riprap method for dynamic planning
  • Shallow sea region land and sea mixed rock riprap method for dynamic planning

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Embodiment Construction

[0020] Below will combine the appended in the embodiment of the present invention Figure 1-4 , clearly and completely describe the technical solutions in the embodiments of the present invention, obviously, the described embodiments are only some of the embodiments of the present invention, not all of them. Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the protection scope of the present invention.

[0021] refer to Figure 1~Figure 4 , a dynamic programming method for mixing land and water in shallow sea areas, including the following steps:

[0022] (1) Construction preparation, the beacon machine divides the construction grid, and GPS monitors and controls the position of the rock-throwing ship.

[0023] (2) Consider tidal characteristics and water depth distribution. When the water depth is greater than 1m, open-body barge and riprap construction will be...

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Abstract

The invention discloses a shallow sea region land and sea mixed rock riprap method for dynamic planning. The method comprises the following steps of: (1) performing construction preparation, dividing construction grids through a beacon machine, and measuring and controlling the position of a rock riprap ship through global position system (GPS); (2) performing opening body barge rock riprap construction when the water depth is more than 1m, performing flat plate barge rock riprap construction when the water depth is close to 1m, and coordinating the two ships to perform seaborne rock riprap embankment fill; (3) performing vertical riprap construction through a land low tide or when the riprap embankment is exposed out of the water surface; (4) performing water depth and settlement observation in real time, combining the tide information, and dynamically planning the rock riprap position and the rock riprap quantity; and (5) employing a large-side small-middle rock riprap method in the total rock riprap process, and performing impact rolling reinforcement on the embankment after the rock riprap is finished. According to the method, the construction period can be effectively shortened, the construction safety is improved, the possibility of error riprap and erosion is reduced, and the construction cost is greatly reduced.

Description

technical field [0001] The technical field of land reclamation designed by the present invention, more specifically, is a method of mixing land and water riprap in shallow sea areas. Background technique [0002] With the development of the economy, the southeast coast has begun to build bay-type cities, and many offshore tidal areas have become development areas. It can be expected that coastal cities will begin to plan and build a large number of coastal roads, including a large number of offshore tidal area roads. Due to the wide sea surface, the cofferdam drainage scheme cannot be adopted for the construction of the coastal dredging road, so the subgrade is mainly made of riprap. The existing rock-throwing method does not fully consider the characteristics of water depth and tides, and the position of the rock-throwing cannot be accurately determined. The whole process only uses the same kind of rock-throwing boat. As the rock-throwing proceeds, the rock-throwing boat of...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D15/10E01C3/00
Inventor 彭卫兵谢波刘萌成
Owner ZHEJIANG UNIV OF TECH
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