METHOD OF PREVENTING LIQUEFACTION OF FOUNDATION GROUND
PURPOSE:To make it possible to efficiently drain water absorbed up to an earth surface side by drain columns from a sand layer ground through water permeable columnar bodies further cheaper than gravel such as pebbles, crushed stones and others conventionally being used and, at the same time, to red...
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creator | ASABE HIROMI |
description | PURPOSE:To make it possible to efficiently drain water absorbed up to an earth surface side by drain columns from a sand layer ground through water permeable columnar bodies further cheaper than gravel such as pebbles, crushed stones and others conventionally being used and, at the same time, to reduce a construction cost without having any fear of collapsing the sand layer ground by backfilling earth and without requiring any foundation pile or complicated end drainage equipment. CONSTITUTION:A plurality of drain columns 2 constituted of pebbles, crushed stones, gravel or slag or metal, synthetic resin, etc., are scatteredly driven in a foundation ground 1. In the upper parts of the drain columns 2, water permeable columnar bodies 7 of hard synthetic resin consisting of different materials from the drain columns 2 are arranged so as to connect the drain columns 2 adjacent to each other. |
format | Patent |
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CONSTITUTION:A plurality of drain columns 2 constituted of pebbles, crushed stones, gravel or slag or metal, synthetic resin, etc., are scatteredly driven in a foundation ground 1. In the upper parts of the drain columns 2, water permeable columnar bodies 7 of hard synthetic resin consisting of different materials from the drain columns 2 are arranged so as to connect the drain columns 2 adjacent to each other.</description><edition>6</edition><language>eng</language><subject>EMBANKMENTS ; EXCAVATIONS ; FIXED CONSTRUCTIONS ; FOUNDATIONS ; HYDRAULIC ENGINEERING ; SOIL SHIFTING ; UNDERGROUND OR UNDERWATER STRUCTURES</subject><creationdate>1995</creationdate><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=19950718&DB=EPODOC&CC=JP&NR=H07180132A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,780,885,25564,76547</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=19950718&DB=EPODOC&CC=JP&NR=H07180132A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>ASABE HIROMI</creatorcontrib><title>METHOD OF PREVENTING LIQUEFACTION OF FOUNDATION GROUND</title><description>PURPOSE:To make it possible to efficiently drain water absorbed up to an earth surface side by drain columns from a sand layer ground through water permeable columnar bodies further cheaper than gravel such as pebbles, crushed stones and others conventionally being used and, at the same time, to reduce a construction cost without having any fear of collapsing the sand layer ground by backfilling earth and without requiring any foundation pile or complicated end drainage equipment. CONSTITUTION:A plurality of drain columns 2 constituted of pebbles, crushed stones, gravel or slag or metal, synthetic resin, etc., are scatteredly driven in a foundation ground 1. In the upper parts of the drain columns 2, water permeable columnar bodies 7 of hard synthetic resin consisting of different materials from the drain columns 2 are arranged so as to connect the drain columns 2 adjacent to each other.</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>1995</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZDDzdQ3x8HdR8HdTCAhyDXP1C_H0c1fw8QwMdXVzdA7x9PcDSbn5h_q5OIJ57kEgNg8Da1piTnEqL5TmZlB0cw1x9tBNLciPTy0uSExOzUstifcK8DAwN7QwMDQ2cjQmRg0AK3AoQg</recordid><startdate>19950718</startdate><enddate>19950718</enddate><creator>ASABE HIROMI</creator><scope>EVB</scope></search><sort><creationdate>19950718</creationdate><title>METHOD OF PREVENTING LIQUEFACTION OF FOUNDATION GROUND</title><author>ASABE HIROMI</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_JPH07180132A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>eng</language><creationdate>1995</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>ASABE HIROMI</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>ASABE HIROMI</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>METHOD OF PREVENTING LIQUEFACTION OF FOUNDATION GROUND</title><date>1995-07-18</date><risdate>1995</risdate><abstract>PURPOSE:To make it possible to efficiently drain water absorbed up to an earth surface side by drain columns from a sand layer ground through water permeable columnar bodies further cheaper than gravel such as pebbles, crushed stones and others conventionally being used and, at the same time, to reduce a construction cost without having any fear of collapsing the sand layer ground by backfilling earth and without requiring any foundation pile or complicated end drainage equipment. CONSTITUTION:A plurality of drain columns 2 constituted of pebbles, crushed stones, gravel or slag or metal, synthetic resin, etc., are scatteredly driven in a foundation ground 1. In the upper parts of the drain columns 2, water permeable columnar bodies 7 of hard synthetic resin consisting of different materials from the drain columns 2 are arranged so as to connect the drain columns 2 adjacent to each other.</abstract><edition>6</edition><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 | METHOD OF PREVENTING LIQUEFACTION OF FOUNDATION GROUND |
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