Rock bolt
PCT No. PCT/AU94/00455 Sec. 371 Date Apr. 8, 1996 Sec. 102(e) Date Apr. 8, 1996 PCT Filed Aug. 9, 1994 PCT Pub. No. WO95/05525 PCT Pub. Date Feb. 23, 1995A rock bolt (1) adapted to be anchored in a hole in a rock formation by means of a cement or a chemical resin anchor is disanchored. The rock bolt...
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creator | MIECZYSLAW W. FABJANCZYK MAXWELL T. RENWICK WINTON J. GALE |
description | PCT No. PCT/AU94/00455 Sec. 371 Date Apr. 8, 1996 Sec. 102(e) Date Apr. 8, 1996 PCT Filed Aug. 9, 1994 PCT Pub. No. WO95/05525 PCT Pub. Date Feb. 23, 1995A rock bolt (1) adapted to be anchored in a hole in a rock formation by means of a cement or a chemical resin anchor is disanchored. The rock bolt (1) comprises a core (5) on which is formed a profile for optimising the load transfer and the stiffiess properties of the rock bolt (1), the profile comprising opposed sides (6), with one or both sides (6) comprising at least two sections (9, 11), with a first section (9) being steeper than a second section (11). |
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Date Feb. 23, 1995A rock bolt (1) adapted to be anchored in a hole in a rock formation by means of a cement or a chemical resin anchor is disanchored. The rock bolt (1) comprises a core (5) on which is formed a profile for optimising the load transfer and the stiffiess properties of the rock bolt (1), the profile comprising opposed sides (6), with one or both sides (6) comprising at least two sections (9, 11), with a first section (9) being steeper than a second section (11).</description><edition>6</edition><language>eng</language><subject>EARTH DRILLING ; FIXED CONSTRUCTIONS ; GALLERIES ; LARGE UNDERGROUND CHAMBERS ; MINING ; SHAFTS ; TUNNELS</subject><creationdate>1999</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=19991124&DB=EPODOC&CC=CN&NR=1046785C$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,780,885,25563,76318</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=19991124&DB=EPODOC&CC=CN&NR=1046785C$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>MIECZYSLAW W. FABJANCZYK</creatorcontrib><creatorcontrib>MAXWELL T. RENWICK</creatorcontrib><creatorcontrib>WINTON J. GALE</creatorcontrib><title>Rock bolt</title><description>PCT No. PCT/AU94/00455 Sec. 371 Date Apr. 8, 1996 Sec. 102(e) Date Apr. 8, 1996 PCT Filed Aug. 9, 1994 PCT Pub. No. WO95/05525 PCT Pub. Date Feb. 23, 1995A rock bolt (1) adapted to be anchored in a hole in a rock formation by means of a cement or a chemical resin anchor is disanchored. The rock bolt (1) comprises a core (5) on which is formed a profile for optimising the load transfer and the stiffiess properties of the rock bolt (1), the profile comprising opposed sides (6), with one or both sides (6) comprising at least two sections (9, 11), with a first section (9) being steeper than a second section (11).</description><subject>EARTH DRILLING</subject><subject>FIXED CONSTRUCTIONS</subject><subject>GALLERIES</subject><subject>LARGE UNDERGROUND CHAMBERS</subject><subject>MINING</subject><subject>SHAFTS</subject><subject>TUNNELS</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>1999</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZOAMyk_OVkjKzynhYWBNS8wpTuWF0twMCm6uIc4euqkF-fGpxQWJyal5qSXxzn6GBiZm5hamzs7GRCgBAFH8HBY</recordid><startdate>19991124</startdate><enddate>19991124</enddate><creator>MIECZYSLAW W. FABJANCZYK</creator><creator>MAXWELL T. RENWICK</creator><creator>WINTON J. GALE</creator><scope>EVB</scope></search><sort><creationdate>19991124</creationdate><title>Rock bolt</title><author>MIECZYSLAW W. FABJANCZYK ; MAXWELL T. RENWICK ; WINTON J. GALE</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_CN1046785CC3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>eng</language><creationdate>1999</creationdate><topic>EARTH DRILLING</topic><topic>FIXED CONSTRUCTIONS</topic><topic>GALLERIES</topic><topic>LARGE UNDERGROUND CHAMBERS</topic><topic>MINING</topic><topic>SHAFTS</topic><topic>TUNNELS</topic><toplevel>online_resources</toplevel><creatorcontrib>MIECZYSLAW W. FABJANCZYK</creatorcontrib><creatorcontrib>MAXWELL T. RENWICK</creatorcontrib><creatorcontrib>WINTON J. GALE</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>MIECZYSLAW W. FABJANCZYK</au><au>MAXWELL T. RENWICK</au><au>WINTON J. GALE</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>Rock bolt</title><date>1999-11-24</date><risdate>1999</risdate><abstract>PCT No. PCT/AU94/00455 Sec. 371 Date Apr. 8, 1996 Sec. 102(e) Date Apr. 8, 1996 PCT Filed Aug. 9, 1994 PCT Pub. No. WO95/05525 PCT Pub. Date Feb. 23, 1995A rock bolt (1) adapted to be anchored in a hole in a rock formation by means of a cement or a chemical resin anchor is disanchored. The rock bolt (1) comprises a core (5) on which is formed a profile for optimising the load transfer and the stiffiess properties of the rock bolt (1), the profile comprising opposed sides (6), with one or both sides (6) comprising at least two sections (9, 11), with a first section (9) being steeper than a second section (11).</abstract><edition>6</edition><oa>free_for_read</oa></addata></record> |
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subjects | EARTH DRILLING FIXED CONSTRUCTIONS GALLERIES LARGE UNDERGROUND CHAMBERS MINING SHAFTS TUNNELS |
title | Rock bolt |
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