Point anchor coated mine roof bolt
A resin bonded mine roof bolt (10) has a segmented resin compression layer (112) that covers a portion of the rod. When installed in a mine roof bore 5 hole with curable resin, the resin compression layer mixes the resin and partially fills the bore hole (12) to minimize the amount of resin needed t...
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creator | STANKUS, JOHN C SIMMONS, WALTER J SIMMONS, W. NEAL OLDSEN, JOHN G |
description | A resin bonded mine roof bolt (10) has a segmented resin compression layer (112) that covers a portion of the rod. When installed in a mine roof bore 5 hole with curable resin, the resin compression layer mixes the resin and partially fills the bore hole (12) to minimize the amount of resin needed to anchor the bolt (10). Individual segments of the layer are tapered to create a wedging force on resin with the bore hole. 38 510 f 32 34 118 34 122 28 122 128 FIG.9 FIG.10 |
format | Patent |
fullrecord | <record><control><sourceid>epo_EVB</sourceid><recordid>TN_cdi_epo_espacenet_AU2007200134BB2</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>AU2007200134BB2</sourcerecordid><originalsourceid>FETCH-epo_espacenet_AU2007200134BB23</originalsourceid><addsrcrecordid>eNrjZFAKyM_MK1FIzEvOyC9SSM5PLElNUcjNzEtVKMrPT1NIys8p4WFgTUvMKU7lhdLcDCpuriHOHrqpBfnxqcUFicmpeakl8Y6hRgYG5kBsaGzi5GRkTKQyAGzeJu4</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>patent</recordtype></control><display><type>patent</type><title>Point anchor coated mine roof bolt</title><source>esp@cenet</source><creator>STANKUS, JOHN C ; SIMMONS, WALTER J ; SIMMONS, W. NEAL ; OLDSEN, JOHN G</creator><creatorcontrib>STANKUS, JOHN C ; SIMMONS, WALTER J ; SIMMONS, W. NEAL ; OLDSEN, JOHN G</creatorcontrib><description>A resin bonded mine roof bolt (10) has a segmented resin compression layer (112) that covers a portion of the rod. When installed in a mine roof bore 5 hole with curable resin, the resin compression layer mixes the resin and partially fills the bore hole (12) to minimize the amount of resin needed to anchor the bolt (10). Individual segments of the layer are tapered to create a wedging force on resin with the bore hole. 38 510 f 32 34 118 34 122 28 122 128 FIG.9 FIG.10</description><language>eng</language><subject>EARTH DRILLING ; FIXED CONSTRUCTIONS ; GALLERIES ; LARGE UNDERGROUND CHAMBERS ; MINING ; SHAFTS ; TUNNELS</subject><creationdate>2014</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=20140424&DB=EPODOC&CC=AU&NR=2007200134B2$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,780,885,25563,76318</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20140424&DB=EPODOC&CC=AU&NR=2007200134B2$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>STANKUS, JOHN C</creatorcontrib><creatorcontrib>SIMMONS, WALTER J</creatorcontrib><creatorcontrib>SIMMONS, W. NEAL</creatorcontrib><creatorcontrib>OLDSEN, JOHN G</creatorcontrib><title>Point anchor coated mine roof bolt</title><description>A resin bonded mine roof bolt (10) has a segmented resin compression layer (112) that covers a portion of the rod. When installed in a mine roof bore 5 hole with curable resin, the resin compression layer mixes the resin and partially fills the bore hole (12) to minimize the amount of resin needed to anchor the bolt (10). Individual segments of the layer are tapered to create a wedging force on resin with the bore hole. 38 510 f 32 34 118 34 122 28 122 128 FIG.9 FIG.10</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>2014</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZFAKyM_MK1FIzEvOyC9SSM5PLElNUcjNzEtVKMrPT1NIys8p4WFgTUvMKU7lhdLcDCpuriHOHrqpBfnxqcUFicmpeakl8Y6hRgYG5kBsaGzi5GRkTKQyAGzeJu4</recordid><startdate>20140424</startdate><enddate>20140424</enddate><creator>STANKUS, JOHN C</creator><creator>SIMMONS, WALTER J</creator><creator>SIMMONS, W. NEAL</creator><creator>OLDSEN, JOHN G</creator><scope>EVB</scope></search><sort><creationdate>20140424</creationdate><title>Point anchor coated mine roof bolt</title><author>STANKUS, JOHN C ; SIMMONS, WALTER J ; SIMMONS, W. NEAL ; OLDSEN, JOHN G</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_AU2007200134BB23</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>eng</language><creationdate>2014</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>STANKUS, JOHN C</creatorcontrib><creatorcontrib>SIMMONS, WALTER J</creatorcontrib><creatorcontrib>SIMMONS, W. NEAL</creatorcontrib><creatorcontrib>OLDSEN, JOHN G</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>STANKUS, JOHN C</au><au>SIMMONS, WALTER J</au><au>SIMMONS, W. NEAL</au><au>OLDSEN, JOHN G</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>Point anchor coated mine roof bolt</title><date>2014-04-24</date><risdate>2014</risdate><abstract>A resin bonded mine roof bolt (10) has a segmented resin compression layer (112) that covers a portion of the rod. When installed in a mine roof bore 5 hole with curable resin, the resin compression layer mixes the resin and partially fills the bore hole (12) to minimize the amount of resin needed to anchor the bolt (10). Individual segments of the layer are tapered to create a wedging force on resin with the bore hole. 38 510 f 32 34 118 34 122 28 122 128 FIG.9 FIG.10</abstract><oa>free_for_read</oa></addata></record> |
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subjects | EARTH DRILLING FIXED CONSTRUCTIONS GALLERIES LARGE UNDERGROUND CHAMBERS MINING SHAFTS TUNNELS |
title | Point anchor coated mine roof bolt |
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