LARGE WATER DEPTH QUAY WALL STRUCTURE
PROBLEM TO BE SOLVED: To provide a large water depth quay wall structure, decreasing the weight of a bank body to reduce the cost, facilitating construction in a large water depth area, and shortening the period of construction, as compared with the conventional quay wall structure. SOLUTION: This l...
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creator | HARA MOTOHISA MITSUFUJI MASAAKI MIYOSHI TOSHIYASU |
description | PROBLEM TO BE SOLVED: To provide a large water depth quay wall structure, decreasing the weight of a bank body to reduce the cost, facilitating construction in a large water depth area, and shortening the period of construction, as compared with the conventional quay wall structure. SOLUTION: This large water depth quay wall structure includes: a gravitational bulkhead structure part 1; and a pier structure part 2 constructed on the front thereof. The bulkhead structure part 1 includes: a bottom bulkhead structure 3 formed by a rubble mound of a height not to reach the water surface; and an upper bulkhead structure 4 installed at a position set aside to the back side thereon, the upper end of which has a height to reach the water surface. The pier structure part 2 includes: a base plate 12 buried under the front of the bottom bulkhead structure 4; struts 10 erected thereon; and a concrete floor slab 11 supported on the struts 10. COPYRIGHT: (C)2011,JPO&INPIT |
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SOLUTION: This large water depth quay wall structure includes: a gravitational bulkhead structure part 1; and a pier structure part 2 constructed on the front thereof. The bulkhead structure part 1 includes: a bottom bulkhead structure 3 formed by a rubble mound of a height not to reach the water surface; and an upper bulkhead structure 4 installed at a position set aside to the back side thereon, the upper end of which has a height to reach the water surface. The pier structure part 2 includes: a base plate 12 buried under the front of the bottom bulkhead structure 4; struts 10 erected thereon; and a concrete floor slab 11 supported on the struts 10. 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SOLUTION: This large water depth quay wall structure includes: a gravitational bulkhead structure part 1; and a pier structure part 2 constructed on the front thereof. The bulkhead structure part 1 includes: a bottom bulkhead structure 3 formed by a rubble mound of a height not to reach the water surface; and an upper bulkhead structure 4 installed at a position set aside to the back side thereon, the upper end of which has a height to reach the water surface. The pier structure part 2 includes: a base plate 12 buried under the front of the bottom bulkhead structure 4; struts 10 erected thereon; and a concrete floor slab 11 supported on the struts 10. 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SOLUTION: This large water depth quay wall structure includes: a gravitational bulkhead structure part 1; and a pier structure part 2 constructed on the front thereof. The bulkhead structure part 1 includes: a bottom bulkhead structure 3 formed by a rubble mound of a height not to reach the water surface; and an upper bulkhead structure 4 installed at a position set aside to the back side thereon, the upper end of which has a height to reach the water surface. The pier structure part 2 includes: a base plate 12 buried under the front of the bottom bulkhead structure 4; struts 10 erected thereon; and a concrete floor slab 11 supported on the struts 10. COPYRIGHT: (C)2011,JPO&INPIT</abstract><oa>free_for_read</oa></addata></record> |
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subjects | FIXED CONSTRUCTIONS FOUNDATIONS HYDRAULIC ENGINEERING SOIL SHIFTING |
title | LARGE WATER DEPTH QUAY WALL STRUCTURE |
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