VIBRATION ISOLATION METHOD OF BRIDGE AND CONSTRUCTION OF VIBRATION ISOLATION
PROBLEM TO BE SOLVED: To lower vibration energy by erecting the basic section of a damper member of ultra-low yield point steel, etc., on an abutment, etc., connecting the upper part thereof to a girder, and bearing vertical load of the girder on a movable bearing provided on the abutment, etc. SOLU...
Gespeichert in:
Hauptverfasser: | , , , , , , |
---|---|
Format: | Patent |
Sprache: | eng |
Schlagworte: | |
Online-Zugang: | Volltext bestellen |
Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
container_end_page | |
---|---|
container_issue | |
container_start_page | |
container_title | |
container_volume | |
creator | SEISHIYOU MORIO MUKAI HIDETAKA HIRAI TAKU OTSUKA HISAAKI SUGIMOTO MICHIO UNJIYOU SHIGEKI SUZUKI KAZUHIKO |
description | PROBLEM TO BE SOLVED: To lower vibration energy by erecting the basic section of a damper member of ultra-low yield point steel, etc., on an abutment, etc., connecting the upper part thereof to a girder, and bearing vertical load of the girder on a movable bearing provided on the abutment, etc. SOLUTION: A steel vessel type stopper contraction 23 forming an inward thick flange part forming an opening edge of the upper end as a stopper is embedded into concrete forming an abutment A. A bar-shaped damper member 4 formed of ultra-low yield point steel is vertically erected at a position sharing the center line of the stopper construction 2 is a hollow section thereof while keeping a clearance in a specific size, and a fixed plate 5 of the basic section is fixed with an anchor bolt 6. A bearing pin 8 is inserted into a pin hole 7 formed in a long slot transferring no axial force influenced by thermal deformation on the upper end of the damper member 4 at a right angle to the bridge axis and, at the same time, both ends of the bearing pin 8 is fixed to a girder B borne on the abutment A through a movable bearing 1. |
format | Patent |
fullrecord | <record><control><sourceid>epo_EVB</sourceid><recordid>TN_cdi_epo_espacenet_JPH0949209A</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>JPH0949209A</sourcerecordid><originalsourceid>FETCH-epo_espacenet_JPH0949209A3</originalsourceid><addsrcrecordid>eNrjZPAJ83QKcgzx9PdT8Az294GwfF1DPPxdFPzdFJyCPF3cXRUc_VwUnP39gkOCQp3BKoBSWDTyMLCmJeYUp_JCaW4GBTfXEGcP3dSC_PjU4oLE5NS81JJ4rwAPA0sTSyMDS0djIpQAAILaLgs</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>patent</recordtype></control><display><type>patent</type><title>VIBRATION ISOLATION METHOD OF BRIDGE AND CONSTRUCTION OF VIBRATION ISOLATION</title><source>esp@cenet</source><creator>SEISHIYOU MORIO ; MUKAI HIDETAKA ; HIRAI TAKU ; OTSUKA HISAAKI ; SUGIMOTO MICHIO ; UNJIYOU SHIGEKI ; SUZUKI KAZUHIKO</creator><creatorcontrib>SEISHIYOU MORIO ; MUKAI HIDETAKA ; HIRAI TAKU ; OTSUKA HISAAKI ; SUGIMOTO MICHIO ; UNJIYOU SHIGEKI ; SUZUKI KAZUHIKO</creatorcontrib><description>PROBLEM TO BE SOLVED: To lower vibration energy by erecting the basic section of a damper member of ultra-low yield point steel, etc., on an abutment, etc., connecting the upper part thereof to a girder, and bearing vertical load of the girder on a movable bearing provided on the abutment, etc. SOLUTION: A steel vessel type stopper contraction 23 forming an inward thick flange part forming an opening edge of the upper end as a stopper is embedded into concrete forming an abutment A. A bar-shaped damper member 4 formed of ultra-low yield point steel is vertically erected at a position sharing the center line of the stopper construction 2 is a hollow section thereof while keeping a clearance in a specific size, and a fixed plate 5 of the basic section is fixed with an anchor bolt 6. A bearing pin 8 is inserted into a pin hole 7 formed in a long slot transferring no axial force influenced by thermal deformation on the upper end of the damper member 4 at a right angle to the bridge axis and, at the same time, both ends of the bearing pin 8 is fixed to a girder B borne on the abutment A through a movable bearing 1.</description><edition>6</edition><language>eng</language><subject>ASSEMBLY OF BRIDGES ; BUILDING ; BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES ; CONSTRUCTION OF BRIDGES ; CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES ; FENCING ; FIXED CONSTRUCTIONS ; MASTS ; OR VIADUCTS ; SWIMMING OR SPLASH BATHS OR POOLS ; TENTS OR CANOPIES, IN GENERAL</subject><creationdate>1997</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=19970218&DB=EPODOC&CC=JP&NR=H0949209A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,776,881,25543,76293</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=19970218&DB=EPODOC&CC=JP&NR=H0949209A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>SEISHIYOU MORIO</creatorcontrib><creatorcontrib>MUKAI HIDETAKA</creatorcontrib><creatorcontrib>HIRAI TAKU</creatorcontrib><creatorcontrib>OTSUKA HISAAKI</creatorcontrib><creatorcontrib>SUGIMOTO MICHIO</creatorcontrib><creatorcontrib>UNJIYOU SHIGEKI</creatorcontrib><creatorcontrib>SUZUKI KAZUHIKO</creatorcontrib><title>VIBRATION ISOLATION METHOD OF BRIDGE AND CONSTRUCTION OF VIBRATION ISOLATION</title><description>PROBLEM TO BE SOLVED: To lower vibration energy by erecting the basic section of a damper member of ultra-low yield point steel, etc., on an abutment, etc., connecting the upper part thereof to a girder, and bearing vertical load of the girder on a movable bearing provided on the abutment, etc. SOLUTION: A steel vessel type stopper contraction 23 forming an inward thick flange part forming an opening edge of the upper end as a stopper is embedded into concrete forming an abutment A. A bar-shaped damper member 4 formed of ultra-low yield point steel is vertically erected at a position sharing the center line of the stopper construction 2 is a hollow section thereof while keeping a clearance in a specific size, and a fixed plate 5 of the basic section is fixed with an anchor bolt 6. A bearing pin 8 is inserted into a pin hole 7 formed in a long slot transferring no axial force influenced by thermal deformation on the upper end of the damper member 4 at a right angle to the bridge axis and, at the same time, both ends of the bearing pin 8 is fixed to a girder B borne on the abutment A through a movable bearing 1.</description><subject>ASSEMBLY OF BRIDGES</subject><subject>BUILDING</subject><subject>BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES</subject><subject>CONSTRUCTION OF BRIDGES</subject><subject>CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES</subject><subject>FENCING</subject><subject>FIXED CONSTRUCTIONS</subject><subject>MASTS</subject><subject>OR VIADUCTS</subject><subject>SWIMMING OR SPLASH BATHS OR POOLS</subject><subject>TENTS OR CANOPIES, IN GENERAL</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>1997</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZPAJ83QKcgzx9PdT8Az294GwfF1DPPxdFPzdFJyCPF3cXRUc_VwUnP39gkOCQp3BKoBSWDTyMLCmJeYUp_JCaW4GBTfXEGcP3dSC_PjU4oLE5NS81JJ4rwAPA0sTSyMDS0djIpQAAILaLgs</recordid><startdate>19970218</startdate><enddate>19970218</enddate><creator>SEISHIYOU MORIO</creator><creator>MUKAI HIDETAKA</creator><creator>HIRAI TAKU</creator><creator>OTSUKA HISAAKI</creator><creator>SUGIMOTO MICHIO</creator><creator>UNJIYOU SHIGEKI</creator><creator>SUZUKI KAZUHIKO</creator><scope>EVB</scope></search><sort><creationdate>19970218</creationdate><title>VIBRATION ISOLATION METHOD OF BRIDGE AND CONSTRUCTION OF VIBRATION ISOLATION</title><author>SEISHIYOU MORIO ; MUKAI HIDETAKA ; HIRAI TAKU ; OTSUKA HISAAKI ; SUGIMOTO MICHIO ; UNJIYOU SHIGEKI ; SUZUKI KAZUHIKO</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_JPH0949209A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>eng</language><creationdate>1997</creationdate><topic>ASSEMBLY OF BRIDGES</topic><topic>BUILDING</topic><topic>BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES</topic><topic>CONSTRUCTION OF BRIDGES</topic><topic>CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES</topic><topic>FENCING</topic><topic>FIXED CONSTRUCTIONS</topic><topic>MASTS</topic><topic>OR VIADUCTS</topic><topic>SWIMMING OR SPLASH BATHS OR POOLS</topic><topic>TENTS OR CANOPIES, IN GENERAL</topic><toplevel>online_resources</toplevel><creatorcontrib>SEISHIYOU MORIO</creatorcontrib><creatorcontrib>MUKAI HIDETAKA</creatorcontrib><creatorcontrib>HIRAI TAKU</creatorcontrib><creatorcontrib>OTSUKA HISAAKI</creatorcontrib><creatorcontrib>SUGIMOTO MICHIO</creatorcontrib><creatorcontrib>UNJIYOU SHIGEKI</creatorcontrib><creatorcontrib>SUZUKI KAZUHIKO</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>SEISHIYOU MORIO</au><au>MUKAI HIDETAKA</au><au>HIRAI TAKU</au><au>OTSUKA HISAAKI</au><au>SUGIMOTO MICHIO</au><au>UNJIYOU SHIGEKI</au><au>SUZUKI KAZUHIKO</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>VIBRATION ISOLATION METHOD OF BRIDGE AND CONSTRUCTION OF VIBRATION ISOLATION</title><date>1997-02-18</date><risdate>1997</risdate><abstract>PROBLEM TO BE SOLVED: To lower vibration energy by erecting the basic section of a damper member of ultra-low yield point steel, etc., on an abutment, etc., connecting the upper part thereof to a girder, and bearing vertical load of the girder on a movable bearing provided on the abutment, etc. SOLUTION: A steel vessel type stopper contraction 23 forming an inward thick flange part forming an opening edge of the upper end as a stopper is embedded into concrete forming an abutment A. A bar-shaped damper member 4 formed of ultra-low yield point steel is vertically erected at a position sharing the center line of the stopper construction 2 is a hollow section thereof while keeping a clearance in a specific size, and a fixed plate 5 of the basic section is fixed with an anchor bolt 6. A bearing pin 8 is inserted into a pin hole 7 formed in a long slot transferring no axial force influenced by thermal deformation on the upper end of the damper member 4 at a right angle to the bridge axis and, at the same time, both ends of the bearing pin 8 is fixed to a girder B borne on the abutment A through a movable bearing 1.</abstract><edition>6</edition><oa>free_for_read</oa></addata></record> |
fulltext | fulltext_linktorsrc |
identifier | |
ispartof | |
issn | |
language | eng |
recordid | cdi_epo_espacenet_JPH0949209A |
source | esp@cenet |
subjects | ASSEMBLY OF BRIDGES BUILDING BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES CONSTRUCTION OF BRIDGES CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES FENCING FIXED CONSTRUCTIONS MASTS OR VIADUCTS SWIMMING OR SPLASH BATHS OR POOLS TENTS OR CANOPIES, IN GENERAL |
title | VIBRATION ISOLATION METHOD OF BRIDGE AND CONSTRUCTION OF VIBRATION ISOLATION |
url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-24T16%3A26%3A07IST&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=SEISHIYOU%20MORIO&rft.date=1997-02-18&rft_id=info:doi/&rft_dat=%3Cepo_EVB%3EJPH0949209A%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 |