DISPLAY METHOD FOR ADVANCE STATE OF TUNNEL EXCAVATOR
PROBLEM TO BE SOLVED: To obtain a display method in which whether direction control amount of a tunnel excavator is proper or not can be judged simply and precisely, by a method wherein the displacement amount and the deflection angle amount of the tunnel excavator with reference to a tunnel scheme...
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creator | INOUE SATORU SENO YASUHIDE NAKAYAMA TAKAYOSHI MIYOSHI HIROYOSHI |
description | PROBLEM TO BE SOLVED: To obtain a display method in which whether direction control amount of a tunnel excavator is proper or not can be judged simply and precisely, by a method wherein the displacement amount and the deflection angle amount of the tunnel excavator with reference to a tunnel scheme line are displayed in every prescribed advance length. SOLUTION: When a tunnel excavating operation is started, the displacement amount 0 in the horizontal direction of a tunnel excavator is displayed on a longitudinal line at the left edge of a display screen 9a on one side, and the deflection angle amount with reference to a tunnel scheme line X of the excavator at this time is displayed by an arrow A on a display screen 9b on the other side. Then, whenever the excavator is advanced by a prescribed length (one span or one ring portion of a segment), the deflection angle amount of the excavator at this time is displayed by a new arrow A by erasing the arrow A which is displayed before. At this time, the displacement amount of the excavator is displayed sequentially in points a2 , a3 on the axis of ordinates 22 of the display screen 9a. A first point and a point a1 are connected by a straight line c1 , and the points a2 , a3 are connected by a straight line c2 so as to be displayed. As a result, the displacement amount and the a angle amount from the tunnel scheme line X of the excavator as well as the deflection angle, i.e., the posture, and the direction of the excavator can be confirmed, and the direction can be controlled precisely. |
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SOLUTION: When a tunnel excavating operation is started, the displacement amount 0 in the horizontal direction of a tunnel excavator is displayed on a longitudinal line at the left edge of a display screen 9a on one side, and the deflection angle amount with reference to a tunnel scheme line X of the excavator at this time is displayed by an arrow A on a display screen 9b on the other side. Then, whenever the excavator is advanced by a prescribed length (one span or one ring portion of a segment), the deflection angle amount of the excavator at this time is displayed by a new arrow A by erasing the arrow A which is displayed before. At this time, the displacement amount of the excavator is displayed sequentially in points a2 , a3 on the axis of ordinates 22 of the display screen 9a. A first point and a point a1 are connected by a straight line c1 , and the points a2 , a3 are connected by a straight line c2 so as to be displayed. As a result, the displacement amount and the a angle amount from the tunnel scheme line X of the excavator as well as the deflection angle, i.e., the posture, and the direction of the excavator can be confirmed, and the direction can be controlled precisely.</description><edition>6</edition><language>eng</language><subject>EARTH DRILLING ; FIXED CONSTRUCTIONS ; GALLERIES ; GYROSCOPIC INSTRUMENTS ; LARGE UNDERGROUND CHAMBERS ; MEASURING ; MEASURING DISTANCES, LEVELS OR BEARINGS ; MINING ; NAVIGATION ; PHOTOGRAMMETRY OR VIDEOGRAMMETRY ; PHYSICS ; SHAFTS ; SURVEYING ; TESTING ; 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=19990721&DB=EPODOC&CC=JP&NR=H11194029A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,780,885,25563,76318</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=19990721&DB=EPODOC&CC=JP&NR=H11194029A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>INOUE SATORU</creatorcontrib><creatorcontrib>SENO YASUHIDE</creatorcontrib><creatorcontrib>NAKAYAMA TAKAYOSHI</creatorcontrib><creatorcontrib>MIYOSHI HIROYOSHI</creatorcontrib><title>DISPLAY METHOD FOR ADVANCE STATE OF TUNNEL EXCAVATOR</title><description>PROBLEM TO BE SOLVED: To obtain a display method in which whether direction control amount of a tunnel excavator is proper or not can be judged simply and precisely, by a method wherein the displacement amount and the deflection angle amount of the tunnel excavator with reference to a tunnel scheme line are displayed in every prescribed advance length. SOLUTION: When a tunnel excavating operation is started, the displacement amount 0 in the horizontal direction of a tunnel excavator is displayed on a longitudinal line at the left edge of a display screen 9a on one side, and the deflection angle amount with reference to a tunnel scheme line X of the excavator at this time is displayed by an arrow A on a display screen 9b on the other side. Then, whenever the excavator is advanced by a prescribed length (one span or one ring portion of a segment), the deflection angle amount of the excavator at this time is displayed by a new arrow A by erasing the arrow A which is displayed before. At this time, the displacement amount of the excavator is displayed sequentially in points a2 , a3 on the axis of ordinates 22 of the display screen 9a. A first point and a point a1 are connected by a straight line c1 , and the points a2 , a3 are connected by a straight line c2 so as to be displayed. As a result, the displacement amount and the a angle amount from the tunnel scheme line X of the excavator as well as the deflection angle, i.e., the posture, and the direction of the excavator can be confirmed, and the direction can be controlled precisely.</description><subject>EARTH DRILLING</subject><subject>FIXED CONSTRUCTIONS</subject><subject>GALLERIES</subject><subject>GYROSCOPIC INSTRUMENTS</subject><subject>LARGE UNDERGROUND CHAMBERS</subject><subject>MEASURING</subject><subject>MEASURING DISTANCES, LEVELS OR BEARINGS</subject><subject>MINING</subject><subject>NAVIGATION</subject><subject>PHOTOGRAMMETRY OR VIDEOGRAMMETRY</subject><subject>PHYSICS</subject><subject>SHAFTS</subject><subject>SURVEYING</subject><subject>TESTING</subject><subject>TUNNELS</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>1999</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZDBx8QwO8HGMVPB1DfHwd1Fw8w9ScHQJc_RzdlUIDnEMcVXwd1MICfXzc_VRcI1wdgxzDPEP4mFgTUvMKU7lhdLcDIpuriHOHrqpBfnxqcUFicmpeakl8V4BHoaGhpYmBkaWjsbEqAEAvzQnfA</recordid><startdate>19990721</startdate><enddate>19990721</enddate><creator>INOUE SATORU</creator><creator>SENO YASUHIDE</creator><creator>NAKAYAMA TAKAYOSHI</creator><creator>MIYOSHI HIROYOSHI</creator><scope>EVB</scope></search><sort><creationdate>19990721</creationdate><title>DISPLAY METHOD FOR ADVANCE STATE OF TUNNEL EXCAVATOR</title><author>INOUE SATORU ; SENO YASUHIDE ; NAKAYAMA TAKAYOSHI ; MIYOSHI HIROYOSHI</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_JPH11194029A3</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>GYROSCOPIC INSTRUMENTS</topic><topic>LARGE UNDERGROUND CHAMBERS</topic><topic>MEASURING</topic><topic>MEASURING DISTANCES, LEVELS OR BEARINGS</topic><topic>MINING</topic><topic>NAVIGATION</topic><topic>PHOTOGRAMMETRY OR VIDEOGRAMMETRY</topic><topic>PHYSICS</topic><topic>SHAFTS</topic><topic>SURVEYING</topic><topic>TESTING</topic><topic>TUNNELS</topic><toplevel>online_resources</toplevel><creatorcontrib>INOUE SATORU</creatorcontrib><creatorcontrib>SENO YASUHIDE</creatorcontrib><creatorcontrib>NAKAYAMA TAKAYOSHI</creatorcontrib><creatorcontrib>MIYOSHI HIROYOSHI</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>INOUE SATORU</au><au>SENO YASUHIDE</au><au>NAKAYAMA TAKAYOSHI</au><au>MIYOSHI HIROYOSHI</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>DISPLAY METHOD FOR ADVANCE STATE OF TUNNEL EXCAVATOR</title><date>1999-07-21</date><risdate>1999</risdate><abstract>PROBLEM TO BE SOLVED: To obtain a display method in which whether direction control amount of a tunnel excavator is proper or not can be judged simply and precisely, by a method wherein the displacement amount and the deflection angle amount of the tunnel excavator with reference to a tunnel scheme line are displayed in every prescribed advance length. SOLUTION: When a tunnel excavating operation is started, the displacement amount 0 in the horizontal direction of a tunnel excavator is displayed on a longitudinal line at the left edge of a display screen 9a on one side, and the deflection angle amount with reference to a tunnel scheme line X of the excavator at this time is displayed by an arrow A on a display screen 9b on the other side. Then, whenever the excavator is advanced by a prescribed length (one span or one ring portion of a segment), the deflection angle amount of the excavator at this time is displayed by a new arrow A by erasing the arrow A which is displayed before. At this time, the displacement amount of the excavator is displayed sequentially in points a2 , a3 on the axis of ordinates 22 of the display screen 9a. A first point and a point a1 are connected by a straight line c1 , and the points a2 , a3 are connected by a straight line c2 so as to be displayed. As a result, the displacement amount and the a angle amount from the tunnel scheme line X of the excavator as well as the deflection angle, i.e., the posture, and the direction of the excavator can be confirmed, and the direction can be controlled precisely.</abstract><edition>6</edition><oa>free_for_read</oa></addata></record> |
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subjects | EARTH DRILLING FIXED CONSTRUCTIONS GALLERIES GYROSCOPIC INSTRUMENTS LARGE UNDERGROUND CHAMBERS MEASURING MEASURING DISTANCES, LEVELS OR BEARINGS MINING NAVIGATION PHOTOGRAMMETRY OR VIDEOGRAMMETRY PHYSICS SHAFTS SURVEYING TESTING TUNNELS |
title | DISPLAY METHOD FOR ADVANCE STATE OF TUNNEL EXCAVATOR |
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