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article------>{"id":661,"cid":20,"subCid":null,"title":"九綿高速JL8總監(jiān)辦段落小構(gòu)造對隧道掘進的影響及其應(yīng)對措施","shortTitle":null,"tagId":null,"attr":null,"articleView":null,"source":"何德斌","author":"admin","description":"修建綿九高速公路的意義：綿陽至九寨溝高速公路建成后，將對沿線的江油、平武、北川和九寨溝等地的經(jīng)濟社會發(fā)展起到積極的帶動作用。特別對加快平武、北川等地災(zāi)后恢復(fù)重建，增強路網(wǎng)抗災(zāi)防災(zāi)能力，開發(fā)沿線旅游資源","img":"/public/uploads/material/2020-09-09/5f582c8871e67_thumb.jpg","content":"<p style=\"text-align: left; text-indent: 37px;\"><span style=\"font-size: 14px;\"><span style=\"line-height: 33px;\"><span style=\"font-family: Calibri,sans-serif;\"><span style=\"font-size: 19px;\"><span style=\"font-family: 仿宋_GB2312;\">修建綿九高速公路的意義：綿陽至九寨溝高速公路建成后，將對沿線的江油、平武、北川和九寨溝等地的經(jīng)濟社會發(fā)展起到積極的帶動作用。特別對加快平武、北川等地災(zāi)后恢復(fù)重建，增強路網(wǎng)抗災(zāi)防災(zāi)能力，開發(fā)沿線旅游資源，幫助沿線羌族、藏族少數(shù)民族群眾脫貧致富，維護地區(qū)穩(wěn)定和民族團結(jié)都具有十分重要的意義。</span></span></span></span></span></p><p style=\"text-align: left; text-indent: 37px;\"><span style=\"font-size: 14px;\"><span style=\"line-height: 33px;\"><span style=\"font-family: Calibri,sans-serif;\"><span style=\"font-size: 19px;\"><span style=\"font-family: 仿宋_GB2312;\">綿九高速公路地質(zhì)構(gòu)造在大地構(gòu)造位置上隸屬于揚子地臺與松潘甘孜地槽褶皺系、秦嶺地槽褶皺系的交匯交匯部位，位于虎牙斷裂帶的東側(cè)；綿九高速公路與龍門山構(gòu)造（斷裂）帶的關(guān)系：線路橫跨龍門山構(gòu)造帶。我們所轄的24、25、26合同段線路位于龍門山后山大斷裂帶內(nèi)</span></span></span></span></span><span style=\"font-size: 19px;\"><span style=\"font-family: 仿宋_GB2312;\">（<span style=\"background: white;\">汶川--茂縣--平武--青川<span style=\"color: rgb(51, 51, 51);\">）</span></span></span></span><span style=\"font-size: 14px;\"><span style=\"line-height: 33px;\"><span style=\"font-family: Calibri,sans-serif;\"><span style=\"font-size: 19px;\"><span style=\"font-family: 仿宋_GB2312;\"><span style=\"background: white;\"><span style=\"color: rgb(51, 51, 51);\">;</span></span>（見圖片）地質(zhì)構(gòu)造復(fù)雜，區(qū)域內(nèi)經(jīng)歷了多次地質(zhì)構(gòu)造運動期（如燕山運動，喜山運動等大的構(gòu)造運動期），龍門山構(gòu)造帶經(jīng)歷了多次大地震，如1933年8月25日疊溪地震；1976年8月16日松潘平武地震；2008年5月12日汶川大地震等；由于受構(gòu)造運動影響，區(qū)域內(nèi)褶曲、斷裂等構(gòu)造十分發(fā)育，特別是龍門山斷裂構(gòu)造最為突出，其斷裂規(guī)模大，破碎帶寬，活動性強，形成一系列不同形態(tài)，方向，性質(zhì)，級別，序次的褶曲、斷裂構(gòu)造，這些構(gòu)造對地層造成了極大的破壞，對隧道掘進影響極大，如龍門山中央斷裂距離邊家坪隧道出口僅1.5LM。</span></span></span></span></span></p><p style=\"text-align: left; text-indent: 37px;\"><span style=\"font-size: 14px;\"><span style=\"line-height: 33px;\"><span style=\"font-family: Calibri,sans-serif;\"><span style=\"font-size: 19px;\"><span style=\"font-family: 仿宋_GB2312;\">由于受地質(zhì)構(gòu)造影響強烈，次級構(gòu)造（包括隧道掌子面揭露的小構(gòu)造）發(fā)育，軟質(zhì)巖（如絹云千枚巖）內(nèi)還發(fā)育多條韌性剪切破碎帶，隧道在掘進過程中不可避免地會遇到圍巖斷裂，褶曲等局部的小構(gòu)造，而正是這些局部的小構(gòu)造致使掌子面掘進工作中產(chǎn)生坍塌、冒落、涌水等地質(zhì)災(zāi)害，嚴重威脅安全生產(chǎn)和隧道正常掘進；在隧道掌子面出現(xiàn)的小構(gòu)造，有的可以看到全貌；有的只能看到局部，但它們都對隧道掘進造成了安全威脅并影響掘進速度，下面以實際案例作詳細闡述。</span></span></span></span></span></p><p style=\"text-align: left; text-indent: 28px;\"><span style=\"font-size: 14px;\"><span style=\"line-height: 33px;\"><span style=\"font-family: Calibri,sans-serif;\"><strong><span style=\"font-size: 19px;\"><span style=\"font-family: 仿宋_GB2312;\">路基25合同段杏樹山隧道進口左、右洞</span></span></strong><span style=\"font-size: 19px;\"><span style=\"font-family: 仿宋_GB2312;\">：在掘進過程中，先后遇到斷層，褶曲等地質(zhì)構(gòu)造（見照片），致圍巖（以灰-灰黑色薄層狀絹云千枚巖為主夾少量脈狀和團塊狀石英巖）呈破碎-較破碎，局部極破碎，巖體出現(xiàn)擾曲扭曲變形，無自穩(wěn)能力；掌子面出現(xiàn)圍巖坍塌、冒落，地下水增大加快軟化圍巖等現(xiàn)象，嚴重威脅施工安全，無法正常掘進；經(jīng)業(yè)主代表，監(jiān)理，設(shè)計代表，項目部人員現(xiàn)場觀察后確定：變更襯砌類型，提高支護強度，加強超前支護（變單層小導(dǎo)管為雙層小導(dǎo)管），以“短進尺，弱爆破”等手段通過小構(gòu)造影響破壞等不良地質(zhì)帶。</span></span></span></span></span></p><p style=\"text-align: left; text-indent: 28px;\"><span style=\"font-size: 14px;\"><span style=\"line-height: 33px;\"><span style=\"font-family: Calibri,sans-serif;\"><span style=\"font-size: 19px;\"><span style=\"font-family: 仿宋_GB2312;\"> </span></span></span></span></span></p><p style=\"text-align: center;\"><img title=\"1599613930808825.jpg\" alt=\"1.jpg\" src=\"//public/uploads/ueditor/image/20200909/A-8/1599613930808825.jpg\"/></p><p style=\"text-align: left; text-indent: 28px;\"><br/></p><p style=\"text-align: center;\"><img title=\"1599613965135705.jpg\" src=\"/Uploads/ueditor/image/20200909/A-8/1599613965135705.jpg\"/></p><p style=\"text-align: center;\"><img title=\"1599613965140287.jpg\" src=\"/Uploads/ueditor/image/20200909/A-8/1599613965140287.jpg\"/></p><p style=\"text-align: center;\"><img title=\"1599613965381132.jpg\" src=\"/Uploads/ueditor/image/20200909/A-8/1599613965381132.jpg\"/></p><p style=\"text-align: left; text-indent: 28px;\"><span style=\"font-size: 14px;\"><span style=\"line-height: 33px;\"><span style=\"font-family: Calibri,sans-serif;\"><span style=\"font-size: 19px;\"><span style=\"font-family: 仿宋_GB2312;\"><br/></span></span></span></span></span></p><p style=\"line-height: 33px; -ms-text-autospace: ideograph-numeric;\"><span style=\"color: rgb(51, 51, 51); font-family: 仿宋; font-size: 19px; font-style: normal; font-weight: normal;\"><span style=\"font-family: 仿宋;\"> 三圣廟隧道出口左洞</span></span><span style=\"color: rgb(51, 51, 51); font-family: 仿宋; font-size: 19px;\"><span style=\"font-family: 仿宋;\">：在隧道掘進至</span>ZK169+476-ZK169+466處，掌子面圍巖(灰-深灰色薄-中厚層狀絹云千枚巖）發(fā)生大面積坍塌、冒落且伴有點滴-線流狀地下水流出，無法安全施工，進度受阻；其原因就是隧道近鄰龍門山中央斷裂帶，隧道附近主要有高莊復(fù)向斜和轎子頂復(fù)背斜，受構(gòu)造影響強烈，圍巖受構(gòu)造擠壓產(chǎn)生褶曲、離層，圍巖整體性極差，多呈碎裂狀，巖體無自穩(wěn)能力（見下圖）；應(yīng)對措施：為了保證安全施工，盡量減少坍塌，決定采取“短進尺，弱爆破”的方法繼續(xù)掘進，同時將原設(shè)計襯砌類型X5c變更為X5b,超前支護由單層超前注漿小導(dǎo)管變更為雙層超前注漿小導(dǎo)管，此舉一是加強初支強度，二是加強超前支護，以應(yīng)對地下水軟化圍巖而造成圍巖離層坍塌。（注：現(xiàn)場圍巖情況與超前地質(zhì)預(yù)報[HSP第2020-02期]中預(yù)報的有“軟弱破碎帶發(fā)育及可能有地下水出露，開挖時易存在掉塊、滑塌風險”基本吻合。）</span></p><p style=\"line-height: 33px; -ms-text-autospace: ideograph-numeric;\"><span style=\"color: rgb(51, 51, 51); font-family: 仿宋; font-size: 19px;\"><br/></span></p><p style=\"text-align: center;\"><img title=\"1599614018599518.jpg\" src=\"/Uploads/ueditor/image/20200909/A-8/1599614018599518.jpg\"/></p><p style=\"text-align: center;\"><img title=\"1599614018131543.jpg\" src=\"/Uploads/ueditor/image/20200909/A-8/1599614018131543.jpg\"/></p><p style=\"padding: 0px; text-align: left; line-height: 33px; text-indent: 28px; -ms-text-autospace: ideograph-numeric;\"><span style=\"color: rgb(51, 51, 51); font-family: 仿宋; font-size: 19px; font-style: normal; font-weight: normal;\"><span style=\"font-family: 仿宋;\">平南隧道出口右洞</span></span><span style=\"color: rgb(51, 51, 51); font-family: 仿宋; font-size: 19px;\"><span style=\"font-family: 仿宋;\">：</span>2020年8月8日平南隧道出口右洞掌子面發(fā)生坍塌,打垮鋼拱架多榀，垮塌的鋼拱架壓在打鉆臺車上，致臺車無法移出。（見下圖）。坍塌現(xiàn)場情況：從掌子面拱頂中部至掌子面右側(cè)伴隨巖塊冒落地下水呈小股狀流出，掌子面右側(cè)拱頂局部坍塌，形成高4.5m，寬4m，深6m的V字形塌腔。坍塌原因分析：（1）隧址區(qū)發(fā)育有兩條斷層和兩條韌性剪切破碎帶：F23、F24；E12、E13；巖體在構(gòu)造擠壓作用下，層間發(fā)生摩擦，在巖體表面可見檫痕，（2）爆破產(chǎn)生的裂隙溝通地下水水力通道，致掌子面地下水增大；（3）掌子面圍巖以灰-灰綠色薄層狀絹云千枚巖為主，夾有少量灰色薄-中厚層狀泥質(zhì)灰?guī)r；圍巖節(jié)理裂隙發(fā)育，圍巖整體性極差，無自穩(wěn)能力，（4）地下水侵蝕加快圍巖軟化、離層，最后在施工（人為擾動）時產(chǎn)生坍塌。</span></p><p style=\"padding: 0px; text-align: left; line-height: 33px; text-indent: 37px; -ms-text-autospace: ideograph-numeric;\"><span style=\"color: rgb(51, 51, 51); font-family: 仿宋; font-size: 19px;\"><span style=\"font-family: 仿宋;\">應(yīng)對措施；（</span>1）掌子面暫停施工，待坍塌結(jié)束，圍巖穩(wěn)定后再行處理。（2）K177+172.2—K177+169.2段已施工初期支護進行拆除。K177+172—K177+162段支護類型由原設(shè)計Z4b（I16工字鋼，間距1m）變更為Z5b（I18b工字鋼，間距0.6m），超前支護變更為70根雙層φ42*4mm注漿小導(dǎo)，管，縱向間距1.2m，并在塌腔位置預(yù)留2根注漿管，待該段初支完畢后在初支背面泵送1m深的C25混凝土。</span></p><p style=\"padding: 0px; text-align: left; line-height: 33px; text-indent: 28px; -ms-text-autospace: ideograph-numeric;\"><span style=\"color: rgb(51, 51, 51); font-family: 仿宋; font-size: 19px; font-style: normal; font-weight: normal;\"><span style=\"font-family: 仿宋;\">結(jié)論：</span></span><span style=\"color: rgb(51, 51, 51); font-family: 仿宋; font-size: 19px;\"><span style=\"font-family: 仿宋;\">通過上述三個案例的分析，可以得出以下結(jié)論：</span></span></p><p style=\"padding: 0px; text-align: left; color: rgb(0, 0, 0); line-height: 33px; font-family: 微軟雅黑; font-size: 12px; font-style: normal; font-weight: normal; margin-top: 0px; margin-bottom: 0px; -ms-text-autospace: ideograph-numeric;\"><span style=\"color: rgb(51, 51, 51); font-family: 仿宋; font-size: 19px;\"><span style=\"font-family: 仿宋;\"> 1、由于綿九高速公路線路橫跨龍門山構(gòu)造帶，受構(gòu)造影響強烈；隧道掘進過程中必然會遇到次級構(gòu)造（小構(gòu)造）的影響，隧道內(nèi)存在斷層褶曲及韌性剪切破碎帶，對隧道安全順利掘進會產(chǎn)生較大的影響；</span></span></p><p style=\"padding: 0px; text-align: left; color: rgb(0, 0, 0); line-height: 33px; font-family: 微軟雅黑; font-size: 12px; font-style: normal; font-weight: normal; margin-top: 0px; margin-bottom: 0px; -ms-text-autospace: ideograph-numeric;\"><span style=\"color: rgb(51, 51, 51); font-family: 仿宋; font-size: 19px;\"><span style=\"font-family: 仿宋;\"> 2、進施工安全的影響，積極應(yīng)對，主動避險；在施工過程中注意觀察圍巖變化，根據(jù)圍巖變化情況及時調(diào)整襯砌類型，加強超前支護；</span></span></p><p style=\"padding: 0px; text-align: left; color: rgb(0, 0, 0); line-height: 33px; font-family: 微軟雅黑; font-size: 12px; font-style: normal; font-weight: normal; margin-top: 0px; margin-bottom: 0px; -ms-text-autospace: ideograph-numeric;\"><span style=\"color: rgb(51, 51, 51); font-family: 仿宋; font-size: 19px;\"><span style=\"font-family: 仿宋;\">加強超前地質(zhì)預(yù)報，加強監(jiān)控量測，為隧道掘進提供技術(shù)支撐；</span></span></p><p style=\"padding: 0px; text-align: left; color: rgb(0, 0, 0); line-height: 33px; font-family: 微軟雅黑; font-size: 12px; font-style: normal; font-weight: normal; margin-top: 0px; margin-bottom: 0px; -ms-text-autospace: ideograph-numeric;\"><span style=\"color: rgb(51, 51, 51); font-family: 仿宋; font-size: 19px;\"><span style=\"font-family: 仿宋;\"> 3、施工部門要認真學(xué)習、重視超前地質(zhì)預(yù)報提供的信息，充分發(fā)揮地質(zhì)預(yù)報對隧道掘進的指導(dǎo)作用，及時與預(yù)報部門溝通聯(lián)系，從而達到安全順利施工的目的。</span></span></p><p style=\"line-height: 33px; -ms-text-autospace: ideograph-numeric;\"><span style=\"color: rgb(51, 51, 51); font-family: 仿宋; font-size: 19px;\"> </span></p><p style=\"line-height: 33px; -ms-text-autospace: ideograph-numeric;\"><span style=\"color: rgb(51, 51, 51); font-family: 仿宋; font-size: 19px;\"><br/></span></p><p style=\"text-align: left; text-indent: 28px;\"><span style=\"font-size: 14px;\"><span style=\"line-height: 33px;\"><span style=\"font-family: Calibri,sans-serif;\"><span style=\"font-size: 19px;\"><span style=\"font-family: 仿宋_GB2312;\"><br/></span></span></span></span></span></p><p style=\"text-align: left; text-indent: 28px;\"><br/></p><p></p>","orderBy":null,"status":0,"pv":2062,"link":null,"createdAt":"2020-09-09 09:14:57","updatedAt":"2025-09-22 08:32:31","department":null,"field":{},"tags":[]}
article.tags------>[]
news------>[{"id":7074,"title":"東泰咨詢監(jiān)理的董梁沈新高速范世山隧道左幅順利貫通","shortTitle":"","img":"","createdAt":"2025-09-23T01:23:10.000Z","description":"2025年9月21日上午10時，山東東泰工程咨詢有限公司監(jiān)理的董梁沈新高速范世山隧道施工現(xiàn)場掌聲雷動，隨著最后一方巖石被精準破除，隧道左幅順利貫通。這一關(guān)鍵節(jié)點的突破不僅為董梁沈新高速全線通車按下加速鍵，更凝聚著東泰咨詢董梁沈新高速第一總監(jiān)辦數(shù)百個日夜的專業(yè)監(jiān)管與堅守，以嚴、細、實的工作作風，為工程質(zhì)量與安全筑起了堅不可摧的防護墻。\n范世山隧道地處董梁沈新高速核心路段，隧道整體呈直線展布，按雙向四...","orderBy":null,"pinyin":"jicengdongtai","name":"基層動態(tài)","path":"/xinwenzhongxin/jicengdongtai"},{"id":7073,"title":"董梁沈新項目第一總監(jiān)辦組織對《公路工程瀝青及瀝青混合料試驗規(guī)程》（JTG 3410-2025）宣貫學(xué)習","shortTitle":"","img":"","createdAt":"2025-09-22T07:05:33.000Z","description":"9月22日，山東東泰工程咨詢有限公司董梁沈新項目第一總監(jiān)辦試驗室聚焦行業(yè)技術(shù)升級需求，牽頭組織《公路工程瀝青及瀝青混合料試驗規(guī)程》（JTG 3410-2025）專項宣貫學(xué)習活動，為項目瀝青路面施工質(zhì)量管控筑牢技術(shù)基礎(chǔ)。?\n當前，我國公路建設(shè)正從規(guī)模擴張向質(zhì)量提升轉(zhuǎn)型，對道路耐久性、抗風險能力的要求持續(xù)升級。此前沿用的《公路工程瀝青及瀝青混合料試驗規(guī)程》（JTG E20-2011），已難以適配行業(yè)發(fā)...","orderBy":null,"pinyin":"jicengdongtai","name":"基層動態(tài)","path":"/xinwenzhongxin/jicengdongtai"},{"id":7072,"title":"東泰咨詢考核組對2025年東營市普通國省道養(yǎng)護工程進行工作考核","shortTitle":"","img":"","createdAt":"2025-09-22T07:00:51.000Z","description":"2025年9月18日上午，由山東東泰工程咨詢有限公司總工程師姜立涌帶隊的考核組對2025年東營市普通國省道養(yǎng)護工程(E)標段進行了工作考核，此次考核通過實地督導(dǎo)、內(nèi)業(yè)審查、工地匯報相結(jié)合的方式，全面考核了2025年東營市普通國省道養(yǎng)護工程(E)標段總監(jiān)辦自進場以來的工作情況。\n考核組一行首站深入施工拌合站開展督導(dǎo)檢查，就拌合站原材料、試驗室等進行實地查看，并對瀝青面層芯樣進行了查看。隨后考核組一行...","orderBy":null,"pinyin":"jicengdongtai","name":"基層動態(tài)","path":"/xinwenzhongxin/jicengdongtai"},{"id":7071,"title":"東泰咨詢廣西全灌高速項目第一總監(jiān)辦參加 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