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Subaqueous architecture construction method

A construction method and building technology, applied to buildings, underwater structures, water conservancy projects, etc., can solve the problems of island wall collapse, accidents, filling soil erosion and leakage, etc., and achieve the effect of ensuring safety

Inactive Publication Date: 2009-02-04
陈泽
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] At present, the underwater foundation of the artificial island (sea wall) is permeable, and it is easy to wash and lose the filling soil of the artificial island (sea wall). , under the repeated action of wind and waves, the island wall collapsed, causing the accident

Method used

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Examples

Experimental program
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Effect test

Embodiment 1

[0019] The construction steps of the present invention are as follows: a, the foundation pile 8 is put into the water, and the gravel cushion layer 6 is sprinkled on the surface of the foundation pile 8 underwater, b, the plate-plate combination 16 opening caisson with the steel cage is covered c. In-situ concrete is poured underwater to the top of the slab in the middle gap of the open caisson of the slab-slab unit 16 to form an underwater impermeable wall; d. Outside the slab-slab unit 16, piles The plate conjoined body 1 and the ribbed baffle plate 2 form another wall, and the width of the two walls is the length of the positioning beam 3; e, the positioning beam 3 is buckled on the two walls. f. Fill rubble 4 in the frame composed of slab-slab conjoined body 16, pile-slab conjoined body 1 and ribbed baffle plate 2 to be flush with the top of positioning beam 3 to form subgrade platform 17; g. On the water-facing surface of subgrade platform 17 Throwing rubble 5 for slope p...

Embodiment 2

[0021] The construction steps of the present invention are as follows: a, the foundation pile 8 is put into the water, and the gravel cushion layer 6 is sprinkled on the surface of the foundation pile 8 underwater, b, the plate-plate combination 16 opening caisson with the steel cage is covered On the foundation pile 8 and form a ring frame; c, in the middle gap of the open caisson of the slab combined body 16, the underwater concrete is poured to the top of the slab to form an underwater impermeable wall; d, outside the slab combined body 16 The other wall is composed of the pile-slab conjoined body 1 and the ribbed baffle 2, and the width of the two walls is the length of the positioning beam 3; e, the positioning beam 3 is buckled on the two walls. f. Fill the rubble 4 in the frame to be flush with the top of the positioning beam 3 to form the roadbed platform 17; g. Throw the slope protection rubble 5 outside the roadbed platform 17 to form the first step; h. On the slab jo...

Embodiment 3

[0023] The construction steps of the present invention are as follows: a, the foundation pile 8 is put into the water, and the gravel cushion layer 6 is sprinkled on the surface of the foundation pile 8 underwater, b, the plate-plate combination 16 opening caisson with the steel cage is covered piles and form a ring-shaped frame; c, in-situ concrete is poured underwater in the middle gap of the slab joint 16 open caisson to the top of the slab to form an underwater impermeable wall; d, outside the slab joint 16, the piles The plate conjoined body 1 and the ribbed baffle plate 2 form another wall, and the width of the two walls is the length of the positioning beam 3; e, the positioning beam 3 is buckled on the two walls. f. Filling rubble 4 in the framework is flush with the top of the positioning beam 3 to form a subgrade platform 17; g. Throwing rubble 5 for slope protection on the facing surface of the subgrade platform 17 to form the first step; h. On body 16, cast-in-plac...

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PUM

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Abstract

The invention relates to a sub-aqueous construction, especially providing a construction method of artificial island or sea wall. It comprises: A, using a group of basic posts and a group of plate-plate connectors connecting nearby basic posts to construct inner water-proof wall underwater along the figure of sub-aqueous construction; B, using a group of post-plate connectors and a group of rib baffles connecting nearby post-plate connectors to from outer wall which is connected to the inner wall via positioning beam, and the space between them is filled by rubble stone to form foundation platform; C, arranging a wave-baffle on the lower wall of the construction which is higher than foundation platform; D, filling stuffing into lower wall; E, building upper wall on the stuffing to form wave-baffle wall; F, filling stuffing at the inner side of wave-baffle wall again to set height. The stuffing in said invention generally is water-free soil, to form water-proof base to confirm the seawater not wash out the stuffing inside the artificial island or sea wall from lower part. In addition, the side near to sea of island or sea wall is constructed into multi-step structure to eliminate wave step-by-step to confirm the safety of island and sea wall.

Description

technical field [0001] The invention relates to a method for constructing underwater structures, especially artificial islands or seawalls. Background technique [0002] At present, the underwater foundation of the artificial island (sea wall) is permeable, and it is easy to wash and lose the filling soil of the artificial island (sea wall). , Under the repeated action of wind and waves, the island wall collapsed, causing an accident. Contents of the invention [0003] The object of the present invention is to disclose a construction method of an artificial island and a seawall with simple structure, firmness and easy construction. [0004] The construction steps of the present invention are as follows: A, along the shape of the building in the water, build an inner impermeable wall underwater by a group of foundation piles and a group of plate-plate conjoined bodies connecting adjacent foundation piles at its periphery; B, by A group of pile-slab joints and a group of r...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02B3/04E02B17/00
CPCY02A10/11
Inventor 陈振新陈泽
Owner 陈泽