Mortar lining wall thickness design method and pipeline repairing method and device
The invention provides a mortar lining wall thickness design method and a pipeline repairing method and device. The mortar lining wall thickness design method comprises the steps that based on defect data of an existing pipeline, the pipe top vertical deformation amount when the existing pipeline re...
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creator | HUI ERQING ZHANG HAN DONG SHUN |
description | The invention provides a mortar lining wall thickness design method and a pipeline repairing method and device. The mortar lining wall thickness design method comprises the steps that based on defect data of an existing pipeline, the pipe top vertical deformation amount when the existing pipeline reaches the designed use year after repair and the equivalent additional load needing to be applied when the existing pipeline reaches the pipe top vertical deformation amount are determined; and determining section and interface stress state parameters after the existing pipeline is repaired based on the equivalent additional load and the assumed value of the wall thickness of the mortar lining. And comparing the stress state parameter with the standard strength parameter, and judging whether the assumed wall thickness value of the mortar lining is used as the target wall thickness value of the mortar lining or not according to the comparison result. By means of the mortar lining wall thickness design method, the mo |
format | Patent |
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The mortar lining wall thickness design method comprises the steps that based on defect data of an existing pipeline, the pipe top vertical deformation amount when the existing pipeline reaches the designed use year after repair and the equivalent additional load needing to be applied when the existing pipeline reaches the pipe top vertical deformation amount are determined; and determining section and interface stress state parameters after the existing pipeline is repaired based on the equivalent additional load and the assumed value of the wall thickness of the mortar lining. And comparing the stress state parameter with the standard strength parameter, and judging whether the assumed wall thickness value of the mortar lining is used as the target wall thickness value of the mortar lining or not according to the comparison result. By means of the mortar lining wall thickness design method, the mo</description><language>chi ; eng</language><subject>BLASTING ; CALCULATING ; COMPUTING ; COUNTING ; ELECTRIC DIGITAL DATA PROCESSING ; ENGINEERING ELEMENTS AND UNITS ; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVEFUNCTIONING OF MACHINES OR INSTALLATIONS ; HEATING ; JOINTS OR FITTINGS FOR PIPES ; LIGHTING ; MEANS FOR THERMAL INSULATION IN GENERAL ; MECHANICAL ENGINEERING ; PHYSICS ; PIPES ; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING ; THERMAL INSULATION IN GENERAL ; WEAPONS</subject><creationdate>2022</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=20220909&DB=EPODOC&CC=CN&NR=115033942A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,780,885,25564,76547</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20220909&DB=EPODOC&CC=CN&NR=115033942A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>HUI ERQING</creatorcontrib><creatorcontrib>ZHANG HAN</creatorcontrib><creatorcontrib>DONG SHUN</creatorcontrib><title>Mortar lining wall thickness design method and pipeline repairing method and device</title><description>The invention provides a mortar lining wall thickness design method and a pipeline repairing method and device. The mortar lining wall thickness design method comprises the steps that based on defect data of an existing pipeline, the pipe top vertical deformation amount when the existing pipeline reaches the designed use year after repair and the equivalent additional load needing to be applied when the existing pipeline reaches the pipe top vertical deformation amount are determined; and determining section and interface stress state parameters after the existing pipeline is repaired based on the equivalent additional load and the assumed value of the wall thickness of the mortar lining. And comparing the stress state parameter with the standard strength parameter, and judging whether the assumed wall thickness value of the mortar lining is used as the target wall thickness value of the mortar lining or not according to the comparison result. By means of the mortar lining wall thickness design method, the mo</description><subject>BLASTING</subject><subject>CALCULATING</subject><subject>COMPUTING</subject><subject>COUNTING</subject><subject>ELECTRIC DIGITAL DATA PROCESSING</subject><subject>ENGINEERING ELEMENTS AND UNITS</subject><subject>GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVEFUNCTIONING OF MACHINES OR INSTALLATIONS</subject><subject>HEATING</subject><subject>JOINTS OR FITTINGS FOR PIPES</subject><subject>LIGHTING</subject><subject>MEANS FOR THERMAL INSULATION IN GENERAL</subject><subject>MECHANICAL ENGINEERING</subject><subject>PHYSICS</subject><subject>PIPES</subject><subject>SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING</subject><subject>THERMAL INSULATION IN GENERAL</subject><subject>WEAPONS</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>2022</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNqNi7EKAjEQBa-xEPUf1g8QPKPFlXIoNtpofyzJ824xbkIS9PdVsLC0mmJmxtX5GFLhRF5UtKcne09lEHtT5EwOWXqlO8oQHLE6ihLxbkEJkSV9nh_r8BCLaTW6ss-YfTmp5vvdpT0sEEOHHNlCUbr2VNebpTHNerU1_zQvYqw4bQ</recordid><startdate>20220909</startdate><enddate>20220909</enddate><creator>HUI ERQING</creator><creator>ZHANG HAN</creator><creator>DONG SHUN</creator><scope>EVB</scope></search><sort><creationdate>20220909</creationdate><title>Mortar lining wall thickness design method and pipeline repairing method and device</title><author>HUI ERQING ; ZHANG HAN ; DONG SHUN</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_CN115033942A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>chi ; eng</language><creationdate>2022</creationdate><topic>BLASTING</topic><topic>CALCULATING</topic><topic>COMPUTING</topic><topic>COUNTING</topic><topic>ELECTRIC DIGITAL DATA PROCESSING</topic><topic>ENGINEERING ELEMENTS AND UNITS</topic><topic>GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVEFUNCTIONING OF MACHINES OR INSTALLATIONS</topic><topic>HEATING</topic><topic>JOINTS OR FITTINGS FOR PIPES</topic><topic>LIGHTING</topic><topic>MEANS FOR THERMAL INSULATION IN GENERAL</topic><topic>MECHANICAL ENGINEERING</topic><topic>PHYSICS</topic><topic>PIPES</topic><topic>SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING</topic><topic>THERMAL INSULATION IN GENERAL</topic><topic>WEAPONS</topic><toplevel>online_resources</toplevel><creatorcontrib>HUI ERQING</creatorcontrib><creatorcontrib>ZHANG HAN</creatorcontrib><creatorcontrib>DONG SHUN</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>HUI ERQING</au><au>ZHANG HAN</au><au>DONG SHUN</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>Mortar lining wall thickness design method and pipeline repairing method and device</title><date>2022-09-09</date><risdate>2022</risdate><abstract>The invention provides a mortar lining wall thickness design method and a pipeline repairing method and device. The mortar lining wall thickness design method comprises the steps that based on defect data of an existing pipeline, the pipe top vertical deformation amount when the existing pipeline reaches the designed use year after repair and the equivalent additional load needing to be applied when the existing pipeline reaches the pipe top vertical deformation amount are determined; and determining section and interface stress state parameters after the existing pipeline is repaired based on the equivalent additional load and the assumed value of the wall thickness of the mortar lining. And comparing the stress state parameter with the standard strength parameter, and judging whether the assumed wall thickness value of the mortar lining is used as the target wall thickness value of the mortar lining or not according to the comparison result. By means of the mortar lining wall thickness design method, the mo</abstract><oa>free_for_read</oa></addata></record> |
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language | chi ; eng |
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subjects | BLASTING CALCULATING COMPUTING COUNTING ELECTRIC DIGITAL DATA PROCESSING ENGINEERING ELEMENTS AND UNITS GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVEFUNCTIONING OF MACHINES OR INSTALLATIONS HEATING JOINTS OR FITTINGS FOR PIPES LIGHTING MEANS FOR THERMAL INSULATION IN GENERAL MECHANICAL ENGINEERING PHYSICS PIPES SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING THERMAL INSULATION IN GENERAL WEAPONS |
title | Mortar lining wall thickness design method and pipeline repairing method and device |
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