STEEL CONTINUOUS UNDERGROUND WALL AND ITS CONSTRUCTION
PURPOSE:To shorten the period of construction as well as reduce the cost of construction by greatly reducing the thickness of wall. CONSTITUTION:A preceding unit steel material 1 inserted into soil-cement line wall 2 continued by partly lapping soil piles 2a and a following unit steel material 1...
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| creator | SUZUKI YOSHIO MIYAKI MUNEKAZU KAWAMOTO HIDEKAZU TERADA HIROTSUNE AOKI MASAMICHI TANIGUCHI SHIRO MARUOKA MASAO |
| description | PURPOSE:To shorten the period of construction as well as reduce the cost of construction by greatly reducing the thickness of wall. CONSTITUTION:A preceding unit steel material 1 inserted into soil-cement line wall 2 continued by partly lapping soil piles 2a and a following unit steel material 1' inserted into the adjacent soil-cement column line wall 2' are connected at their butted ends by a slide coupler 3, Studs 4 and reinforcing bars 5 are set in Cite closed portion formed when connecting the butted ends of the materials 1 and 1' and concrete 6 is placed. The underground wall can thus be utilized as underground outer wall, earthquake-proof wall, or bearing wall because strong resistance can be offered for outer and inner shearing forces. This method can contribute to the construction of buildings having great-scale, great-depth underground structures. |
| format | Patent |
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CONSTITUTION:A preceding unit steel material 1 inserted into soil-cement line wall 2 continued by partly lapping soil piles 2a and a following unit steel material 1' inserted into the adjacent soil-cement column line wall 2' are connected at their butted ends by a slide coupler 3, Studs 4 and reinforcing bars 5 are set in Cite closed portion formed when connecting the butted ends of the materials 1 and 1' and concrete 6 is placed. The underground wall can thus be utilized as underground outer wall, earthquake-proof wall, or bearing wall because strong resistance can be offered for outer and inner shearing forces. 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This method can contribute to the construction of buildings having great-scale, great-depth underground structures.</description><subject>EMBANKMENTS</subject><subject>EXCAVATIONS</subject><subject>FIXED CONSTRUCTIONS</subject><subject>FOUNDATIONS</subject><subject>HYDRAULIC ENGINEERING</subject><subject>SOIL SHIFTING</subject><subject>UNDERGROUND OR UNDERWATER STRUCTURES</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>1993</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZDALDnF19VFw9vcL8fQL9Q8NVgj1c3ENcg_yB9IK4Y4-PgqOQIZnSDBITXBIUKhziKe_Hw8Da1piTnEqL5TmZlBwcw1x9tBNLciPTy0uSExOzUstifcK8DAwtTAzMzR1NCZCCQAB9yg6</recordid><startdate>19930406</startdate><enddate>19930406</enddate><creator>SUZUKI YOSHIO</creator><creator>MIYAKI MUNEKAZU</creator><creator>KAWAMOTO HIDEKAZU</creator><creator>TERADA HIROTSUNE</creator><creator>AOKI MASAMICHI</creator><creator>TANIGUCHI SHIRO</creator><creator>MARUOKA MASAO</creator><scope>EVB</scope></search><sort><creationdate>19930406</creationdate><title>STEEL CONTINUOUS UNDERGROUND WALL AND ITS CONSTRUCTION</title><author>SUZUKI YOSHIO ; MIYAKI MUNEKAZU ; KAWAMOTO HIDEKAZU ; TERADA HIROTSUNE ; AOKI MASAMICHI ; TANIGUCHI SHIRO ; MARUOKA MASAO</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_JPH0586615A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>eng</language><creationdate>1993</creationdate><topic>EMBANKMENTS</topic><topic>EXCAVATIONS</topic><topic>FIXED CONSTRUCTIONS</topic><topic>FOUNDATIONS</topic><topic>HYDRAULIC ENGINEERING</topic><topic>SOIL SHIFTING</topic><topic>UNDERGROUND OR UNDERWATER STRUCTURES</topic><toplevel>online_resources</toplevel><creatorcontrib>SUZUKI YOSHIO</creatorcontrib><creatorcontrib>MIYAKI MUNEKAZU</creatorcontrib><creatorcontrib>KAWAMOTO HIDEKAZU</creatorcontrib><creatorcontrib>TERADA HIROTSUNE</creatorcontrib><creatorcontrib>AOKI MASAMICHI</creatorcontrib><creatorcontrib>TANIGUCHI SHIRO</creatorcontrib><creatorcontrib>MARUOKA MASAO</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>SUZUKI YOSHIO</au><au>MIYAKI MUNEKAZU</au><au>KAWAMOTO HIDEKAZU</au><au>TERADA HIROTSUNE</au><au>AOKI MASAMICHI</au><au>TANIGUCHI SHIRO</au><au>MARUOKA MASAO</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>STEEL CONTINUOUS UNDERGROUND WALL AND ITS CONSTRUCTION</title><date>1993-04-06</date><risdate>1993</risdate><abstract>PURPOSE:To shorten the period of construction as well as reduce the cost of construction by greatly reducing the thickness of wall. CONSTITUTION:A preceding unit steel material 1 inserted into soil-cement line wall 2 continued by partly lapping soil piles 2a and a following unit steel material 1' inserted into the adjacent soil-cement column line wall 2' are connected at their butted ends by a slide coupler 3, Studs 4 and reinforcing bars 5 are set in Cite closed portion formed when connecting the butted ends of the materials 1 and 1' and concrete 6 is placed. The underground wall can thus be utilized as underground outer wall, earthquake-proof wall, or bearing wall because strong resistance can be offered for outer and inner shearing forces. This method can contribute to the construction of buildings having great-scale, great-depth underground structures.</abstract><oa>free_for_read</oa></addata></record> |
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| subjects | EMBANKMENTS EXCAVATIONS FIXED CONSTRUCTIONS FOUNDATIONS HYDRAULIC ENGINEERING SOIL SHIFTING UNDERGROUND OR UNDERWATER STRUCTURES |
| title | STEEL CONTINUOUS UNDERGROUND WALL AND ITS CONSTRUCTION |
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