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Foundation quay wall structure and construction method thereof

A quay wall and foundation technology, applied in quay walls, piers, embankments, etc., can solve problems such as limited ability to resist horizontal forces, save stone resources, save construction costs, and improve interaction capabilities.

Inactive Publication Date: 2013-11-06
CCCC THIRD HARBOR CONSULTANTS
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

It can be seen that the upper barrel of this breakwater is built in the center of the foundation barrel. This structure has limited ability to resist horizontal force. At the same time, the upper barrel and the foundation barrel are integrated. Once damaged, they need to be replaced

Method used

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  • Foundation quay wall structure and construction method thereof
  • Foundation quay wall structure and construction method thereof
  • Foundation quay wall structure and construction method thereof

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Embodiment Construction

[0029] see Figure 1-2 , is a schematic diagram of the foundation wall structure involved in the present invention. Comprising a basic barrel body 1 and an upper barrel body 7, the basic barrel body 1 is provided with a plurality of partitions 2, and the basic barrel body 1 including the barrel wall 4 and the barrel body is divided into a plurality of compartments, the compartments Ventilation holes 5 are arranged on the top of the cabin; the top of the upper barrel body 7 is provided with a wave wall 8, and the center of the upper barrel body 7 deviates from the center of the basic barrel body 1 by a certain distance toward the front bank. In this embodiment, the outer contour shape of the basic barrel body is oblong, and the outer contour shape of the upper barrel body is circular. The center of the basic staving is the midpoint of the long axis of the staving, and the center of the upper staving is the center of circle of the staving. When the upper barrel body 7 deviates...

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Abstract

The invention discloses a foundation quay wall structure and a construction method thereof. The foundation quay wall structure comprises a foundation barrel and an upper barrel; a plurality of partition plates are arranged in the foundation barrel; the interior of the foundation barrel is divided into a plurality of bulkheads; vent holes are formed in the tops of the bulkheads; a wave wall is arranged at the top of the upper barrel; the center of the upper barrel is moved toward the front quay wall and deviates from the center of the foundation barrel by a certain distance. The foundation quay wall structure is sunk under the action of negative pressure, the soft foundation improvement is not required, soft soil is closed in the barrel through a barrel wall, a barrel cover plate, a barrel partition plate and a barrel bottom soil layer, the interaction ability of soft soil and the foundation structure is improved, and the soft soil and the foundation structure commonly bear load transmitted by the upper structure.

Description

technical field [0001] The invention belongs to the field of port construction, and in particular relates to a foundation wall structure. [0002] The present invention also relates to a construction method of the above foundation bank structure. Background technique [0003] The development needs of the world's waterway transportation business and the driving role of ports in the development of the hinterland economy have prompted the construction of ports to develop in the direction of large-scale, deep-water, specialized, and multi-functional, in order to maximize economic, social, and environmental benefits. my country's ports have achieved rapid development in recent years in terms of specialization and large-scale construction, which has played a strong supporting role in the development of the national economy. However, there are still some ports with backward functions, overloaded operations, conflicts between port development and cities, and environmental Therefore,...

Claims

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Application Information

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IPC IPC(8): E02B3/06
Inventor 李武程泽坤沈雪松高长胜陈浩群
Owner CCCC THIRD HARBOR CONSULTANTS
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