CONSTRUCTION TECHNIQUE OF CONTINUOUS UNDERGROUND WALL
PURPOSE:To construct a continuous underground wall by efficiently forming a drilled ditch for a bottom spread section for forming the bottom spread section to a part of the underground wall with excellent dimensional accuracy at the determined position of the bottom of a vertical drilled ditch in th...
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| creator | SETO KOJIRO ABE TAKATOSHI TAKAHASHI TAKEO |
| description | PURPOSE:To construct a continuous underground wall by efficiently forming a drilled ditch for a bottom spread section for forming the bottom spread section to a part of the underground wall with excellent dimensional accuracy at the determined position of the bottom of a vertical drilled ditch in the construction of the continuous underground wall. CONSTITUTION:A vertically drilled ditch 6 in specified depth is excavated by using one excavator 2, and a guide member 7 for excavating a bottom spread section is disposed into the vertically drilled ditch 6. The excavator 2 drilling the vertically drilled ditch 6 is used as it is, and bottom-spread section drilled ditches 8, 10 are drilled continued to the bottom of the vertically drilled ditch 6 along the guide member 7. Accordingly, the bottom-spread section drilled ditches 8, 10 can be drilled with excellent dimensional accuracy at determined positions while improving excavation work, thus properly constructing a continuous underground wall. |
| format | Patent |
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CONSTITUTION:A vertically drilled ditch 6 in specified depth is excavated by using one excavator 2, and a guide member 7 for excavating a bottom spread section is disposed into the vertically drilled ditch 6. The excavator 2 drilling the vertically drilled ditch 6 is used as it is, and bottom-spread section drilled ditches 8, 10 are drilled continued to the bottom of the vertically drilled ditch 6 along the guide member 7. Accordingly, the bottom-spread section drilled ditches 8, 10 can be drilled with excellent dimensional accuracy at determined positions while improving excavation work, thus properly constructing a continuous underground wall.</description><language>eng</language><subject>DREDGING ; EMBANKMENTS ; EXCAVATIONS ; FIXED CONSTRUCTIONS ; FOUNDATIONS ; HYDRAULIC ENGINEERING ; SOIL SHIFTING ; UNDERGROUND OR UNDERWATER STRUCTURES</subject><creationdate>1993</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=19930514&DB=EPODOC&CC=JP&NR=H05118033A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,778,883,25547,76298</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=19930514&DB=EPODOC&CC=JP&NR=H05118033A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>SETO KOJIRO</creatorcontrib><creatorcontrib>ABE TAKATOSHI</creatorcontrib><creatorcontrib>TAKAHASHI TAKEO</creatorcontrib><title>CONSTRUCTION TECHNIQUE OF CONTINUOUS UNDERGROUND WALL</title><description>PURPOSE:To construct a continuous underground wall by efficiently forming a drilled ditch for a bottom spread section for forming the bottom spread section to a part of the underground wall with excellent dimensional accuracy at the determined position of the bottom of a vertical drilled ditch in the construction of the continuous underground wall. CONSTITUTION:A vertically drilled ditch 6 in specified depth is excavated by using one excavator 2, and a guide member 7 for excavating a bottom spread section is disposed into the vertically drilled ditch 6. The excavator 2 drilling the vertically drilled ditch 6 is used as it is, and bottom-spread section drilled ditches 8, 10 are drilled continued to the bottom of the vertically drilled ditch 6 along the guide member 7. Accordingly, the bottom-spread section drilled ditches 8, 10 can be drilled with excellent dimensional accuracy at determined positions while improving excavation work, thus properly constructing a continuous underground wall.</description><subject>DREDGING</subject><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>eNrjZDB19vcLDgkKdQ7x9PdTCHF19vDzDAx1VfB3UwDKhHj6hfqHBiuE-rm4BrkH-QNphXBHHx8eBta0xJziVF4ozc2g6OYa4uyhm1qQH59aXJCYnJqXWhLvFeBhYGpoaGFgbOxoTIwaADc_KGI</recordid><startdate>19930514</startdate><enddate>19930514</enddate><creator>SETO KOJIRO</creator><creator>ABE TAKATOSHI</creator><creator>TAKAHASHI TAKEO</creator><scope>EVB</scope></search><sort><creationdate>19930514</creationdate><title>CONSTRUCTION TECHNIQUE OF CONTINUOUS UNDERGROUND WALL</title><author>SETO KOJIRO ; ABE TAKATOSHI ; TAKAHASHI TAKEO</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_JPH05118033A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>eng</language><creationdate>1993</creationdate><topic>DREDGING</topic><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>SETO KOJIRO</creatorcontrib><creatorcontrib>ABE TAKATOSHI</creatorcontrib><creatorcontrib>TAKAHASHI TAKEO</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>SETO KOJIRO</au><au>ABE TAKATOSHI</au><au>TAKAHASHI TAKEO</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>CONSTRUCTION TECHNIQUE OF CONTINUOUS UNDERGROUND WALL</title><date>1993-05-14</date><risdate>1993</risdate><abstract>PURPOSE:To construct a continuous underground wall by efficiently forming a drilled ditch for a bottom spread section for forming the bottom spread section to a part of the underground wall with excellent dimensional accuracy at the determined position of the bottom of a vertical drilled ditch in the construction of the continuous underground wall. CONSTITUTION:A vertically drilled ditch 6 in specified depth is excavated by using one excavator 2, and a guide member 7 for excavating a bottom spread section is disposed into the vertically drilled ditch 6. The excavator 2 drilling the vertically drilled ditch 6 is used as it is, and bottom-spread section drilled ditches 8, 10 are drilled continued to the bottom of the vertically drilled ditch 6 along the guide member 7. Accordingly, the bottom-spread section drilled ditches 8, 10 can be drilled with excellent dimensional accuracy at determined positions while improving excavation work, thus properly constructing a continuous underground wall.</abstract><oa>free_for_read</oa></addata></record> |
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| language | eng |
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| subjects | DREDGING EMBANKMENTS EXCAVATIONS FIXED CONSTRUCTIONS FOUNDATIONS HYDRAULIC ENGINEERING SOIL SHIFTING UNDERGROUND OR UNDERWATER STRUCTURES |
| title | CONSTRUCTION TECHNIQUE OF CONTINUOUS UNDERGROUND WALL |
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