UNDERGROUND CONTINUOUS WALL AND EXECUTION METHOD THEREFOR

PURPOSE:To simplify an execution method, save work space and improve safety by ensuring enough strength through the bending rigidity of a steel sheet pile, instead of a reinforcement, and effectively preventing the collapse of the pile with the rigidity thereof at the time of excavation. CONSTITUTIO...

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Bibliographic Details
Main Authors KUSAMA ICHIRO, OKUDA SHUJI, TAKANASHI KAZUMITSU
Format Patent
LanguageEnglish
Published 08.01.1993
Subjects
EMBANKMENTS
EXCAVATIONS
FIXED CONSTRUCTIONS
FOUNDATIONS
HYDRAULIC ENGINEERING
SOIL SHIFTING
UNDERGROUND OR UNDERWATER STRUCTURES
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Summary:PURPOSE:To simplify an execution method, save work space and improve safety by ensuring enough strength through the bending rigidity of a steel sheet pile, instead of a reinforcement, and effectively preventing the collapse of the pile with the rigidity thereof at the time of excavation. CONSTITUTION:Adjacent steel sheet piles 1, while being jointed to each other, are arrayed, and respectively driven or pressed into subsoil down to a bearing layer 6. Then, the subsoil inside the piles 1 is excavated, and concrete 2 is applied to an excavated area, thereby forming an underground continuous wall having the piles 1 as a hull body.
Bibliography:Application Number: JP19910178821