JPS5911015B

PURPOSE:To enable a vertical movement of a hanging form and provide its positive setting of position in case of installing the timbering in a counter lining process by a method wherein an anchor for a timbering slide is inserted into a through- pass hole for the sheath pipe and the form is set by th...

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Hauptverfasser:	NAKABACHI KATSUMI, SUGINO FUMIAKI, NAKAMURA OSAMU, YABE TOORU
Format:	Patent
Sprache:	eng
Schlagworte:	EARTH DRILLING EMBANKMENTS EXCAVATIONS FIXED CONSTRUCTIONS FOUNDATIONS GALLERIES HYDRAULIC ENGINEERING LARGE UNDERGROUND CHAMBERS MINING SHAFTS SOIL SHIFTING TUNNELS UNDERGROUND OR UNDERWATER STRUCTURES
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creator	NAKABACHI KATSUMI SUGINO FUMIAKI NAKAMURA OSAMU YABE TOORU
description	PURPOSE:To enable a vertical movement of a hanging form and provide its positive setting of position in case of installing the timbering in a counter lining process by a method wherein an anchor for a timbering slide is inserted into a through- pass hole for the sheath pipe and the form is set by the crane. CONSTITUTION:The form hanging anchor 2 is provided in the form 1 and at the same time a sheath pipe 3 through which a slide anchor 5 for use in moving the form is inserted is also provided at the four corner of the form 1, and the form 1 is set at a desired hanging position through the slide anochor 5 with the crane 4.
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CONSTITUTION:The form hanging anchor 2 is provided in the form 1 and at the same time a sheath pipe 3 through which a slide anchor 5 for use in moving the form is inserted is also provided at the four corner of the form 1, and the form 1 is set at a desired hanging position through the slide anochor 5 with the crane 4.</description><language>eng</language><subject>EARTH DRILLING ; EMBANKMENTS ; EXCAVATIONS ; FIXED CONSTRUCTIONS ; FOUNDATIONS ; GALLERIES ; HYDRAULIC ENGINEERING ; LARGE UNDERGROUND CHAMBERS ; MINING ; SHAFTS ; SOIL SHIFTING ; TUNNELS ; UNDERGROUND OR UNDERWATER STRUCTURES</subject><creationdate>1984</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=19840313&DB=EPODOC&CC=JP&NR=S5911015B2$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,776,881,25542,76289</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=19840313&DB=EPODOC&CC=JP&NR=S5911015B2$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>NAKABACHI KATSUMI</creatorcontrib><creatorcontrib>SUGINO FUMIAKI</creatorcontrib><creatorcontrib>NAKAMURA OSAMU</creatorcontrib><creatorcontrib>YABE TOORU</creatorcontrib><title>JPS5911015B</title><description>PURPOSE:To enable a vertical movement of a hanging form and provide its positive setting of position in case of installing the timbering in a counter lining process by a method wherein an anchor for a timbering slide is inserted into a through- pass hole for the sheath pipe and the form is set by the crane. CONSTITUTION:The form hanging anchor 2 is provided in the form 1 and at the same time a sheath pipe 3 through which a slide anchor 5 for use in moving the form is inserted is also provided at the four corner of the form 1, and the form 1 is set at a desired hanging position through the slide anochor 5 with the crane 4.</description><subject>EARTH DRILLING</subject><subject>EMBANKMENTS</subject><subject>EXCAVATIONS</subject><subject>FIXED CONSTRUCTIONS</subject><subject>FOUNDATIONS</subject><subject>GALLERIES</subject><subject>HYDRAULIC ENGINEERING</subject><subject>LARGE UNDERGROUND CHAMBERS</subject><subject>MINING</subject><subject>SHAFTS</subject><subject>SOIL SHIFTING</subject><subject>TUNNELS</subject><subject>UNDERGROUND OR UNDERWATER STRUCTURES</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>1984</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZOD2Cgg2tTQ0NDA0deJhYE1LzClO5YXS3AxKbq4hzh66qQX58anFBYnJqXmpJfFIOpyMjIlSBACADxxX</recordid><startdate>19840313</startdate><enddate>19840313</enddate><creator>NAKABACHI KATSUMI</creator><creator>SUGINO FUMIAKI</creator><creator>NAKAMURA OSAMU</creator><creator>YABE TOORU</creator><scope>EVB</scope></search><sort><creationdate>19840313</creationdate><title>JPS5911015B</title><author>NAKABACHI KATSUMI ; SUGINO FUMIAKI ; NAKAMURA OSAMU ; YABE TOORU</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_JPS5911015BB23</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>eng</language><creationdate>1984</creationdate><topic>EARTH DRILLING</topic><topic>EMBANKMENTS</topic><topic>EXCAVATIONS</topic><topic>FIXED CONSTRUCTIONS</topic><topic>FOUNDATIONS</topic><topic>GALLERIES</topic><topic>HYDRAULIC ENGINEERING</topic><topic>LARGE UNDERGROUND CHAMBERS</topic><topic>MINING</topic><topic>SHAFTS</topic><topic>SOIL SHIFTING</topic><topic>TUNNELS</topic><topic>UNDERGROUND OR UNDERWATER STRUCTURES</topic><toplevel>online_resources</toplevel><creatorcontrib>NAKABACHI KATSUMI</creatorcontrib><creatorcontrib>SUGINO FUMIAKI</creatorcontrib><creatorcontrib>NAKAMURA OSAMU</creatorcontrib><creatorcontrib>YABE TOORU</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>NAKABACHI KATSUMI</au><au>SUGINO FUMIAKI</au><au>NAKAMURA OSAMU</au><au>YABE TOORU</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>JPS5911015B</title><date>1984-03-13</date><risdate>1984</risdate><abstract>PURPOSE:To enable a vertical movement of a hanging form and provide its positive setting of position in case of installing the timbering in a counter lining process by a method wherein an anchor for a timbering slide is inserted into a through- pass hole for the sheath pipe and the form is set by the crane. CONSTITUTION:The form hanging anchor 2 is provided in the form 1 and at the same time a sheath pipe 3 through which a slide anchor 5 for use in moving the form is inserted is also provided at the four corner of the form 1, and the form 1 is set at a desired hanging position through the slide anochor 5 with the crane 4.</abstract><oa>free_for_read</oa></addata></record>
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language	eng
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subjects	EARTH DRILLING EMBANKMENTS EXCAVATIONS FIXED CONSTRUCTIONS FOUNDATIONS GALLERIES HYDRAULIC ENGINEERING LARGE UNDERGROUND CHAMBERS MINING SHAFTS SOIL SHIFTING TUNNELS UNDERGROUND OR UNDERWATER STRUCTURES
title	JPS5911015B
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