Mechanical tunneling construction method for large-span multi-arch hard rock tunnel
The invention discloses a mechanical tunneling construction method for a large-span multi-arch hard rock tunnel. The mechanical tunneling construction method comprises the following steps that firstly, planning is conducted before construction; 2, constructing a middle pilot tunnel; step 3, construc...
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creator | JIANG HUANCHUN LIU LONGKUN WANG SHOUGUO YANG CHAOZHONG HUANG ZHIHAO LIU BO ZHUANG TINGWEI YAN WENLONG WANG SUHUI JI JIAYI LU LUHUA CHEN BAICAI |
description | The invention discloses a mechanical tunneling construction method for a large-span multi-arch hard rock tunnel. The mechanical tunneling construction method comprises the following steps that firstly, planning is conducted before construction; 2, constructing a middle pilot tunnel; step 3, constructing an upper step; 4, lower step construction; 5, inverted arch construction; wherein in the first step, the whole section of the large-span multi-arch tunnel is divided into seven parts including a middle pilot tunnel, a left tunnel upper step, a left tunnel lower step, a left tunnel inverted arch, a right tunnel upper step, a right tunnel lower step and a right tunnel inverted arch, and the middle pilot tunnel, the left tunnel upper step and the right tunnel upper step are excavated through a cantilever heading machine; the left hole lower step, the left hole inverted arch, the right hole lower step and the right hole inverted arch are excavated through hydraulic breaking hammers; a tunneling mode of synchronous |
format | Patent |
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The mechanical tunneling construction method comprises the following steps that firstly, planning is conducted before construction; 2, constructing a middle pilot tunnel; step 3, constructing an upper step; 4, lower step construction; 5, inverted arch construction; wherein in the first step, the whole section of the large-span multi-arch tunnel is divided into seven parts including a middle pilot tunnel, a left tunnel upper step, a left tunnel lower step, a left tunnel inverted arch, a right tunnel upper step, a right tunnel lower step and a right tunnel inverted arch, and the middle pilot tunnel, the left tunnel upper step and the right tunnel upper step are excavated through a cantilever heading machine; the left hole lower step, the left hole inverted arch, the right hole lower step and the right hole inverted arch are excavated through hydraulic breaking hammers; a tunneling mode of synchronous</description><language>chi ; eng</language><subject>EARTH DRILLING ; FIXED CONSTRUCTIONS ; GALLERIES ; LARGE UNDERGROUND CHAMBERS ; MINING ; SHAFTS ; TUNNELS</subject><creationdate>2023</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=20230620&DB=EPODOC&CC=CN&NR=116265716A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,780,885,25555,76308</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20230620&DB=EPODOC&CC=CN&NR=116265716A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>JIANG HUANCHUN</creatorcontrib><creatorcontrib>LIU LONGKUN</creatorcontrib><creatorcontrib>WANG SHOUGUO</creatorcontrib><creatorcontrib>YANG CHAOZHONG</creatorcontrib><creatorcontrib>HUANG ZHIHAO</creatorcontrib><creatorcontrib>LIU BO</creatorcontrib><creatorcontrib>ZHUANG TINGWEI</creatorcontrib><creatorcontrib>YAN WENLONG</creatorcontrib><creatorcontrib>WANG SUHUI</creatorcontrib><creatorcontrib>JI JIAYI</creatorcontrib><creatorcontrib>LU LUHUA</creatorcontrib><creatorcontrib>CHEN BAICAI</creatorcontrib><title>Mechanical tunneling construction method for large-span multi-arch hard rock tunnel</title><description>The invention discloses a mechanical tunneling construction method for a large-span multi-arch hard rock tunnel. The mechanical tunneling construction method comprises the following steps that firstly, planning is conducted before construction; 2, constructing a middle pilot tunnel; step 3, constructing an upper step; 4, lower step construction; 5, inverted arch construction; wherein in the first step, the whole section of the large-span multi-arch tunnel is divided into seven parts including a middle pilot tunnel, a left tunnel upper step, a left tunnel lower step, a left tunnel inverted arch, a right tunnel upper step, a right tunnel lower step and a right tunnel inverted arch, and the middle pilot tunnel, the left tunnel upper step and the right tunnel upper step are excavated through a cantilever heading machine; the left hole lower step, the left hole inverted arch, the right hole lower step and the right hole inverted arch are excavated through hydraulic breaking hammers; a tunneling mode of synchronous</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>2023</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNqNjDEOwjAMRbswIOAO5gAZAiLMqAKxwAJ7ZbluExGcyknuT4cegOlLT-_9dfN6MHmUQBihVBGOQUagJLlopRKSwJeLTz0MSSGijmzyhDOtsQSDSh48ag-a6LM8bJvVgDHzbtlNs79d3-3d8JQ6nmti4dK1T2vdwZ3O1l2O_zg_ljE40A</recordid><startdate>20230620</startdate><enddate>20230620</enddate><creator>JIANG HUANCHUN</creator><creator>LIU LONGKUN</creator><creator>WANG SHOUGUO</creator><creator>YANG CHAOZHONG</creator><creator>HUANG ZHIHAO</creator><creator>LIU BO</creator><creator>ZHUANG TINGWEI</creator><creator>YAN WENLONG</creator><creator>WANG SUHUI</creator><creator>JI JIAYI</creator><creator>LU LUHUA</creator><creator>CHEN BAICAI</creator><scope>EVB</scope></search><sort><creationdate>20230620</creationdate><title>Mechanical tunneling construction method for large-span multi-arch hard rock tunnel</title><author>JIANG HUANCHUN ; LIU LONGKUN ; WANG SHOUGUO ; YANG CHAOZHONG ; HUANG ZHIHAO ; LIU BO ; ZHUANG TINGWEI ; YAN WENLONG ; WANG SUHUI ; JI JIAYI ; LU LUHUA ; CHEN BAICAI</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_CN116265716A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>chi ; eng</language><creationdate>2023</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>JIANG HUANCHUN</creatorcontrib><creatorcontrib>LIU LONGKUN</creatorcontrib><creatorcontrib>WANG SHOUGUO</creatorcontrib><creatorcontrib>YANG CHAOZHONG</creatorcontrib><creatorcontrib>HUANG ZHIHAO</creatorcontrib><creatorcontrib>LIU BO</creatorcontrib><creatorcontrib>ZHUANG TINGWEI</creatorcontrib><creatorcontrib>YAN WENLONG</creatorcontrib><creatorcontrib>WANG SUHUI</creatorcontrib><creatorcontrib>JI JIAYI</creatorcontrib><creatorcontrib>LU LUHUA</creatorcontrib><creatorcontrib>CHEN BAICAI</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>JIANG HUANCHUN</au><au>LIU LONGKUN</au><au>WANG SHOUGUO</au><au>YANG CHAOZHONG</au><au>HUANG ZHIHAO</au><au>LIU BO</au><au>ZHUANG TINGWEI</au><au>YAN WENLONG</au><au>WANG SUHUI</au><au>JI JIAYI</au><au>LU LUHUA</au><au>CHEN BAICAI</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>Mechanical tunneling construction method for large-span multi-arch hard rock tunnel</title><date>2023-06-20</date><risdate>2023</risdate><abstract>The invention discloses a mechanical tunneling construction method for a large-span multi-arch hard rock tunnel. The mechanical tunneling construction method comprises the following steps that firstly, planning is conducted before construction; 2, constructing a middle pilot tunnel; step 3, constructing an upper step; 4, lower step construction; 5, inverted arch construction; wherein in the first step, the whole section of the large-span multi-arch tunnel is divided into seven parts including a middle pilot tunnel, a left tunnel upper step, a left tunnel lower step, a left tunnel inverted arch, a right tunnel upper step, a right tunnel lower step and a right tunnel inverted arch, and the middle pilot tunnel, the left tunnel upper step and the right tunnel upper step are excavated through a cantilever heading machine; the left hole lower step, the left hole inverted arch, the right hole lower step and the right hole inverted arch are excavated through hydraulic breaking hammers; a tunneling mode of synchronous</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 | Mechanical tunneling construction method for large-span multi-arch hard rock tunnel |
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