NO125286B
A submerged tunnel bridge with positive buoyancy is anchored to the sea bottom. The bridge comprises spaced anchoring pontoons anchored to the sea bottom and operative to provide sufficient buoyancy for the submerged tunnel bridge, and bridge sections in the shape of tube-shaped tunnel sections moun...
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| creator | TANGSRUD N BRANDTZAEG A SELBERG A ARILD A OEDEGARD E CREED J FOLKESTAD O |
| description | A submerged tunnel bridge with positive buoyancy is anchored to the sea bottom. The bridge comprises spaced anchoring pontoons anchored to the sea bottom and operative to provide sufficient buoyancy for the submerged tunnel bridge, and bridge sections in the shape of tube-shaped tunnel sections mounted between the anchoring pontoons, the tunnel sections having such weight and buoyancy that net vertical force on the tunnel bridge sections with varying internal and external loads will vary in a range around zero. |
| format | Patent |
| fullrecord | <record><control><sourceid>epo_EVB</sourceid><recordid>TN_cdi_epo_espacenet_NO125286BB</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>NO125286BB</sourcerecordid><originalsourceid>FETCH-epo_espacenet_NO125286BB3</originalsourceid><addsrcrecordid>eNrjZOD08zc0MjWyMHPiYWBNS8wpTuWF0twM8m6uIc4euqkF-fGpxQWJyal5qSXxcPVOxoRVAACtXBpx</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>patent</recordtype></control><display><type>patent</type><title>NO125286B</title><source>esp@cenet</source><creator>TANGSRUD N ; BRANDTZAEG A ; SELBERG A ; ARILD A ; OEDEGARD E ; CREED J ; FOLKESTAD O</creator><creatorcontrib>TANGSRUD N ; BRANDTZAEG A ; SELBERG A ; ARILD A ; OEDEGARD E ; CREED J ; FOLKESTAD O</creatorcontrib><description>A submerged tunnel bridge with positive buoyancy is anchored to the sea bottom. The bridge comprises spaced anchoring pontoons anchored to the sea bottom and operative to provide sufficient buoyancy for the submerged tunnel bridge, and bridge sections in the shape of tube-shaped tunnel sections mounted between the anchoring pontoons, the tunnel sections having such weight and buoyancy that net vertical force on the tunnel bridge sections with varying internal and external loads will vary in a range around zero.</description><language>eng</language><subject>ASSEMBLY OF BRIDGES ; CONSTRUCTION OF BRIDGES ; CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES ; EMBANKMENTS ; EXCAVATIONS ; FIXED CONSTRUCTIONS ; FOUNDATIONS ; HYDRAULIC ENGINEERING ; OR VIADUCTS ; SOIL SHIFTING ; UNDERGROUND OR UNDERWATER STRUCTURES</subject><creationdate>1972</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=19720814&DB=EPODOC&CC=NO&NR=125286B$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,780,885,25564,76547</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=19720814&DB=EPODOC&CC=NO&NR=125286B$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>TANGSRUD N</creatorcontrib><creatorcontrib>BRANDTZAEG A</creatorcontrib><creatorcontrib>SELBERG A</creatorcontrib><creatorcontrib>ARILD A</creatorcontrib><creatorcontrib>OEDEGARD E</creatorcontrib><creatorcontrib>CREED J</creatorcontrib><creatorcontrib>FOLKESTAD O</creatorcontrib><title>NO125286B</title><description>A submerged tunnel bridge with positive buoyancy is anchored to the sea bottom. The bridge comprises spaced anchoring pontoons anchored to the sea bottom and operative to provide sufficient buoyancy for the submerged tunnel bridge, and bridge sections in the shape of tube-shaped tunnel sections mounted between the anchoring pontoons, the tunnel sections having such weight and buoyancy that net vertical force on the tunnel bridge sections with varying internal and external loads will vary in a range around zero.</description><subject>ASSEMBLY OF BRIDGES</subject><subject>CONSTRUCTION OF BRIDGES</subject><subject>CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES</subject><subject>EMBANKMENTS</subject><subject>EXCAVATIONS</subject><subject>FIXED CONSTRUCTIONS</subject><subject>FOUNDATIONS</subject><subject>HYDRAULIC ENGINEERING</subject><subject>OR VIADUCTS</subject><subject>SOIL SHIFTING</subject><subject>UNDERGROUND OR UNDERWATER STRUCTURES</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>1972</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZOD08zc0MjWyMHPiYWBNS8wpTuWF0twM8m6uIc4euqkF-fGpxQWJyal5qSXxcPVOxoRVAACtXBpx</recordid><startdate>19720814</startdate><enddate>19720814</enddate><creator>TANGSRUD N</creator><creator>BRANDTZAEG A</creator><creator>SELBERG A</creator><creator>ARILD A</creator><creator>OEDEGARD E</creator><creator>CREED J</creator><creator>FOLKESTAD O</creator><scope>EVB</scope></search><sort><creationdate>19720814</creationdate><title>NO125286B</title><author>TANGSRUD N ; BRANDTZAEG A ; SELBERG A ; ARILD A ; OEDEGARD E ; CREED J ; FOLKESTAD O</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_NO125286BB3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>eng</language><creationdate>1972</creationdate><topic>ASSEMBLY OF BRIDGES</topic><topic>CONSTRUCTION OF BRIDGES</topic><topic>CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES</topic><topic>EMBANKMENTS</topic><topic>EXCAVATIONS</topic><topic>FIXED CONSTRUCTIONS</topic><topic>FOUNDATIONS</topic><topic>HYDRAULIC ENGINEERING</topic><topic>OR VIADUCTS</topic><topic>SOIL SHIFTING</topic><topic>UNDERGROUND OR UNDERWATER STRUCTURES</topic><toplevel>online_resources</toplevel><creatorcontrib>TANGSRUD N</creatorcontrib><creatorcontrib>BRANDTZAEG A</creatorcontrib><creatorcontrib>SELBERG A</creatorcontrib><creatorcontrib>ARILD A</creatorcontrib><creatorcontrib>OEDEGARD E</creatorcontrib><creatorcontrib>CREED J</creatorcontrib><creatorcontrib>FOLKESTAD O</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>TANGSRUD N</au><au>BRANDTZAEG A</au><au>SELBERG A</au><au>ARILD A</au><au>OEDEGARD E</au><au>CREED J</au><au>FOLKESTAD O</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>NO125286B</title><date>1972-08-14</date><risdate>1972</risdate><abstract>A submerged tunnel bridge with positive buoyancy is anchored to the sea bottom. The bridge comprises spaced anchoring pontoons anchored to the sea bottom and operative to provide sufficient buoyancy for the submerged tunnel bridge, and bridge sections in the shape of tube-shaped tunnel sections mounted between the anchoring pontoons, the tunnel sections having such weight and buoyancy that net vertical force on the tunnel bridge sections with varying internal and external loads will vary in a range around zero.</abstract><oa>free_for_read</oa></addata></record> |
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| subjects | ASSEMBLY OF BRIDGES CONSTRUCTION OF BRIDGES CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES EMBANKMENTS EXCAVATIONS FIXED CONSTRUCTIONS FOUNDATIONS HYDRAULIC ENGINEERING OR VIADUCTS SOIL SHIFTING UNDERGROUND OR UNDERWATER STRUCTURES |
| title | NO125286B |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2024-12-25T16%3A23%3A59IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-epo_EVB&rft_val_fmt=info:ofi/fmt:kev:mtx:patent&rft.genre=patent&rft.au=TANGSRUD%20N&rft.date=1972-08-14&rft_id=info:doi/&rft_dat=%3Cepo_EVB%3ENO125286BB%3C/epo_EVB%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_id=info:pmid/&rfr_iscdi=true |