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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(duì)隧道掘進(jìn)的影響及其應(yīng)對(duì)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(yáng)至九寨溝高速公路建成后，將對(duì)沿線的江油、平武、北川和九寨溝等地的經(jīng)濟(jì)社會(huì)發(fā)展起到積極的帶動(dòng)作用。特別對(duì)加快平武、北川等地災(zāi)后恢復(fù)重建，增強(qiáng)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(yáng)至九寨溝高速公路建成后，將對(duì)沿線的江油、平武、北川和九寨溝等地的經(jīng)濟(jì)社會(huì)發(fā)展起到積極的帶動(dòng)作用。特別對(duì)加快平武、北川等地災(zāi)后恢復(fù)重建，增強(qiáng)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(hù)地區(qū)穩(wěn)定和民族團(tuán)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(yáng)子地臺(tái)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(yùn)動(dòng)期（如燕山運(yùn)動(dòng)，喜山運(yùn)動(dòng)等大的構(gòu)造運(yùn)動(dòng)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(yùn)動(dòng)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(dòng)性強(qiáng)，形成一系列不同形態(tài)，方向，性質(zhì)，級(jí)別，序次的褶曲、斷裂構(gòu)造，這些構(gòu)造對(duì)地層造成了極大的破壞，對(duì)隧道掘進(jìn)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(qiáng)烈，次級(jí)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(jìn)過程中不可避免地會(huì)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(jìn)工作中產(chǎn)生坍塌、冒落、涌水等地質(zhì)災(zāi)害，嚴(yán)重威脅安全生產(chǎn)和隧道正常掘進(jìn)；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(duì)隧道掘進(jìn)造成了安全威脅并影響掘進(jìn)速度，下面以實(shí)際案例作詳細(xì)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(jìn)口左、右洞</span></span></strong><span style=\"font-size: 19px;\"><span style=\"font-family: 仿宋_GB2312;\">：在掘進(jìn)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(tuán)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(wú)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(yán)重威脅施工安全，無(wú)法正常掘進(jìn)；經(jīng)業(yè)主代表，監(jiān)理，設(shè)計(jì)代表，項(xiàng)目部人員現(xiàn)場(chǎng)觀察后確定：變更襯砌類型，提高支護(hù)強(qiáng)度，加強(qiáng)超前支護(hù)（變單層小導(dǎo)管為雙層小導(dǎo)管），以“短進(jìn)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(jìn)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(diǎn)滴-線流狀地下水流出，無(wú)法安全施工，進(jìn)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(qiáng)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(wú)自穩(wěn)能力（見下圖）；應(yīng)對(duì)措施：為了保證安全施工，盡量減少坍塌，決定采取“短進(jìn)尺，弱爆破”的方法繼續(xù)掘進(jìn)，同時(shí)將原設(shè)計(jì)襯砌類型X5c變更為X5b,超前支護(hù)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(qiáng)初支強(qiáng)度，二是加強(qiáng)超前支護(hù)，以應(yīng)對(duì)地下水軟化圍巖而造成圍巖離層坍塌。（注：現(xiàn)場(chǎng)圍巖情況與超前地質(zhì)預(yù)報(bào)[HSP第2020-02期]中預(yù)報(bào)的有“軟弱破碎帶發(fā)育及可能有地下水出露，開挖時(shí)易存在掉塊、滑塌風(fēng)險(xiǎn)”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(tái)車上，致臺(tái)車無(wú)法移出。（見下圖）。坍塌現(xiàn)場(chǎng)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(wú)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(dòng)）時(shí)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(duì)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(hù)進(jìn)行拆除。K177+172—K177+162段支護(hù)類型由原設(shè)計(jì)Z4b（I16工字鋼，間距1m）變更為Z5b（I18b工字鋼，間距0.6m），超前支護(hù)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(gè)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(qiáng)烈；隧道掘進(jìn)過程中必然會(huì)遇到次級(jí)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(duì)隧道安全順利掘進(jìn)會(huì)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(jìn)施工安全的影響，積極應(yīng)對(duì)，主動(dòng)避險(xiǎn)；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(shí)調(diào)整襯砌類型，加強(qiáng)超前支護(hù)；</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(qiáng)超前地質(zhì)預(yù)報(bào)，加強(qiáng)監(jiān)控量測(cè)，為隧道掘進(jìn)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(rèn)真學(xué)習(xí)、重視超前地質(zhì)預(yù)報(bào)提供的信息，充分發(fā)揮地質(zhì)預(yù)報(bào)對(duì)隧道掘進(jìn)的指導(dǎo)作用，及時(shí)與預(yù)報(bào)部門溝通聯(lián)系，從而達(dá)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":2056,"link":null,"createdAt":"2020-09-09 09:14:57","updatedAt":"2025-09-13 20:03:37","department":null,"field":{},"tags":[]}
article.tags------>[]
news------>[{"id":7062,"title":"濟(jì)微高速項(xiàng)目組織召開資料管理及預(yù)立卷工作專題會(huì)議","shortTitle":"","img":"","createdAt":"2025-09-12T08:24:13.000Z","description":"2025年9月12日，為規(guī)范濟(jì)微高速項(xiàng)目資料管理及預(yù)立卷工作，切實(shí)加強(qiáng)項(xiàng)目資料管理工作，濟(jì)微高速項(xiàng)目公司組織召開了濟(jì)微高速項(xiàng)目資料管理及預(yù)立卷工作專題會(huì)議。\n本次會(huì)議有濟(jì)微高速項(xiàng)目公司計(jì)劃處、總監(jiān)辦、全線施工、監(jiān)理單位工程資料分管負(fù)責(zé)人以及各資料公司現(xiàn)場(chǎng)負(fù)責(zé)人出席，會(huì)議首先由各施工單位、監(jiān)理單位匯報(bào)了當(dāng)前項(xiàng)目資料管理及預(yù)立卷工作開展的整體情況，山東東泰工程咨詢有限公司濟(jì)微高速一駐地辦負(fù)責(zé)人詳細(xì)匯報(bào)...","orderBy":null,"pinyin":"jicengdongtai","name":"基層動(dòng)態(tài)","path":"/xinwenzhongxin/jicengdongtai"},{"id":7061,"title":"安陽(yáng)市交通運(yùn)輸綜合行政執(zhí)法支隊(duì)對(duì)東泰咨詢G107京港線安陽(yáng)境改線新建工程進(jìn)行墩柱實(shí)體檢測(cè)","shortTitle":"","img":"","createdAt":"2025-09-11T05:55:15.000Z","description":"2025年9月9日，為保障橋梁工程質(zhì)量與安全，安陽(yáng)市交通運(yùn)輸綜合行政執(zhí)法支隊(duì)對(duì)山東東泰工程咨詢有限公司G107京港線安陽(yáng)境改建新建工程K18+028幸福中渠大橋的橋梁墩柱開展了全面細(xì)致的實(shí)體質(zhì)量檢測(cè)。本次檢測(cè)旨在及時(shí)發(fā)現(xiàn)潛在質(zhì)量問題，確保橋梁結(jié)構(gòu)穩(wěn)定與耐久性。\n檢測(cè)過程中，執(zhí)法人員秉持嚴(yán)謹(jǐn)負(fù)責(zé)的工作態(tài)度，采用先進(jìn)設(shè)備與科學(xué)方法，重點(diǎn)對(duì)墩柱的混凝土強(qiáng)度、鋼筋保護(hù)層厚度及斷面尺寸等關(guān)鍵指標(biāo)進(jìn)行了系統(tǒng)檢...","orderBy":null,"pinyin":"jicengdongtai","name":"基層動(dòng)態(tài)","path":"/xinwenzhongxin/jicengdongtai"},{"id":7060,"title":"東泰咨詢董梁高速沈新項(xiàng)目開展第三季度安全咨詢 筑牢安全生產(chǎn)堅(jiān)固防線","shortTitle":"","img":"","createdAt":"2025-09-10T03:31:27.000Z","description":"為深化安全生產(chǎn)管理、提升安全管控水平、推進(jìn)平安工地建設(shè)，近日，山東東泰工程咨詢有限公司董梁沈新項(xiàng)目第一總監(jiān)辦迎來(lái)第三季度安全咨詢專項(xiàng)檢查。\n本次檢查中，咨詢組秉持全面覆蓋、重點(diǎn)突出、精準(zhǔn)排查原則，通過實(shí)地調(diào)研+現(xiàn)場(chǎng)核驗(yàn)+深度問詢+資料核查四維模式，全方位排查項(xiàng)目?jī)?nèi)業(yè)規(guī)范性與外業(yè)安全性。外業(yè)方面，重點(diǎn)核查安全圍擋搭設(shè)規(guī)范與防護(hù)強(qiáng)度、臨時(shí)用電三級(jí)配電、兩級(jí)保護(hù)落實(shí)情況、高處作業(yè)防護(hù)措施，以及塔吊等特種...","orderBy":null,"pinyin":"jicengdongtai","name":"基層動(dòng)態(tài)","path":"/xinwenzhongxin/jicengdongtai"},{"id":7059,"title":"東泰咨詢安鶴高速總監(jiān)辦組織召開夜間施工安全文明管控觀摩會(huì)","shortTitle":"","img":"","createdAt":"2025-09-10T02:12:29.000Z","description":"為強(qiáng)化夜間施工安全文明管控，推動(dòng)班組作業(yè)標(biāo)準(zhǔn)化、規(guī)范化、精細(xì)化，推廣先進(jìn)施工理念與經(jīng)驗(yàn)，確保施工安全標(biāo)準(zhǔn)化要求落地，提升項(xiàng)目事故防控能力，9月8日晚，山東東泰工程咨詢有限公司安鶴高速總監(jiān)辦組織各參建單位，在安鶴高速一標(biāo)開展夜間水穩(wěn)瀝青攤鋪?zhàn)鳂I(yè)安全文明管控觀摩會(huì)。\n9月8日19時(shí)，安鶴高速一標(biāo)瀝青中面層施工現(xiàn)場(chǎng)燈火璀璨，項(xiàng)目公司、總監(jiān)辦、駐地辦及各標(biāo)段相關(guān)負(fù)責(zé)人匯聚于此。觀摩活動(dòng)伊始，在一標(biāo)安全總監(jiān)...","orderBy":null,"pinyin":"jicengdongtai","name":"基層動(dòng)態(tài)","path":"/xinwenzhongxin/jicengdongtai"},{"id":7058,"title":"東泰咨詢S509及G309改建工程（經(jīng)十路東延）第一總監(jiān)辦組織9月份安全環(huán)保專項(xiàng)檢查","shortTitle":"","img":"","createdAt":"2025-09-09T08:38:13.000Z","description":"2025年9月9日，山東東泰工程咨詢有限公司S509及G309改建工程（經(jīng)十路東延）第一總監(jiān)辦組織對(duì)一合同施工現(xiàn)場(chǎng)進(jìn)行了9月份安全環(huán)保專項(xiàng)檢查。工地月度安全環(huán)保檢查是防范安全事故、控制施工污染的重要舉措，需按全面覆蓋、重點(diǎn)突出原則開展，確保施工安全與環(huán)境合規(guī)雙落實(shí)。\n東泰咨詢S509及G309改建工程（經(jīng)十路東延）第一總監(jiān)辦安全監(jiān)理工程師及一合同項(xiàng)目部安全負(fù)責(zé)人參加了此次檢查。設(shè)備及臨時(shí)防護(hù)方面，...","orderBy":null,"pinyin":"jicengdongtai","name":"基層動(dòng)態(tài)","path":"/xinwenzhongxin/jicengdongtai"},{"id":7057,"title":"東泰咨詢監(jiān)理的橫欽高速“工完場(chǎng)清”觀摩會(huì)暨現(xiàn)場(chǎng)推進(jìn)會(huì)順利召開","shortTitle":"","img":"","createdAt":"2025-09-09T08:19:53.000Z","description":"在山東東泰工程咨詢有限公司橫欽高速第四總監(jiān)辦管理下，第四總監(jiān)辦所轄施工現(xiàn)場(chǎng)被選為橫欽高速工完場(chǎng)清觀摩活動(dòng)現(xiàn)場(chǎng)。2025年9月6日，橫欽高速工完場(chǎng)清觀摩會(huì)暨現(xiàn)場(chǎng)推進(jìn)會(huì)順利舉行，橫欽高速項(xiàng)目公司、監(jiān)理單位、總承包項(xiàng)目部各領(lǐng)導(dǎo)人員、技術(shù)人員齊聚一堂，圍繞工完場(chǎng)清相關(guān)工作展開深入交流與探討。此次觀摩會(huì)不僅是對(duì)項(xiàng)目階段性成果的檢驗(yàn)，更是為后續(xù)建設(shè)工作指明方向的關(guān)鍵節(jié)點(diǎn)。\n東泰咨詢橫欽高速第四總監(jiān)辦總監(jiān)理工程...","orderBy":null,"pinyin":"jicengdongtai","name":"基層動(dòng)態(tài)","path":"/xinwenzhongxin/jicengdongtai"},{"id":7056,"title":"東泰咨詢監(jiān)理的安鶴項(xiàng)目一標(biāo)曲溝互通F匝道橋全橋貫通","shortTitle":"","img":"","createdAt":"2025-09-09T01:19:42.000Z","description":"9月9日下午9時(shí)20分，隨著第16跨最后一節(jié)段30噸重的鋼箱梁精準(zhǔn)吊裝就位，曲溝互通F匝道橋鋼箱梁箱體合攏工作全部完成，標(biāo)志著該橋梁主體工程取得突破性進(jìn)展，對(duì)安鶴高速鶴壁至安陽(yáng)方向的貫通具有重大節(jié)點(diǎn)意義。\n曲溝互通F匝道橋是區(qū)域交通建設(shè)的重要組成部分，其鋼箱梁結(jié)構(gòu)設(shè)計(jì)復(fù)雜、施工難度大、協(xié)調(diào)任務(wù)重。全橋總長(zhǎng)576米，其中鋼箱梁部分長(zhǎng)233米，共分為兩聯(lián)7孔，箱體總重量達(dá)1456噸。為確保鋼箱梁吊裝與...","orderBy":null,"pinyin":"jicengdongtai","name":"基層動(dòng)態(tài)","path":"/xinwenzhongxin/jicengdongtai"},{"id":7055,"title":"河南省質(zhì)監(jiān)站對(duì)東泰咨詢安鶴項(xiàng)目總監(jiān)辦進(jìn)行檢查","shortTitle":"","img":"","createdAt":"2025-09-09T01:13:12.000Z","description":"為規(guī)范河南省公路水運(yùn)工程監(jiān)理市場(chǎng)秩序，推動(dòng)信用體系建設(shè)，提升監(jiān)理企業(yè)和監(jiān)理機(jī)構(gòu)履職效能，優(yōu)化服務(wù)水平，保障全省在建高速公路項(xiàng)目和重點(diǎn)水運(yùn)項(xiàng)目高質(zhì)量實(shí)施，近期，河南省交通建設(shè)技術(shù)中心對(duì)全省公路水運(yùn)工程監(jiān)理企業(yè)和監(jiān)理機(jī)構(gòu)開展了調(diào)研工作。調(diào)研對(duì)象為注冊(cè)地在河南省的甲級(jí)監(jiān)理企業(yè)(抽取30%)和全省在建高速公路項(xiàng)目和重點(diǎn)水運(yùn)項(xiàng)目監(jiān)理機(jī)構(gòu)。針對(duì)本次調(diào)研工作，山東東泰工程咨詢有限公司安鶴項(xiàng)目總監(jiān)辦非常重視，及時(shí)...","orderBy":null,"pinyin":"jicengdongtai","name":"基層動(dòng)態(tài)","path":"/xinwenzhongxin/jicengdongtai"},{"id":7054,"title":"東泰咨詢監(jiān)理的淮宿蚌城際鐵路宿州西站連接線（G344西延工程）G3京臺(tái)高速路改橋西半幅首根樁基開鉆","shortTitle":"","img":"","createdAt":"2025-09-08T05:46:45.000Z","description":"2025年9月6日13時(shí)18分，在淮宿蚌城際鐵路宿州西站連接線（G344西延工程）項(xiàng)目施工現(xiàn)場(chǎng)，伴隨著旋挖鉆機(jī)的轟鳴聲，由山東東泰工程咨詢有限公司承監(jiān)的G3京臺(tái)高速路改橋工程西半幅第一根樁基順利開鉆。這標(biāo)志著該項(xiàng)目關(guān)鍵控制性工程取得了突破性進(jìn)展，為后續(xù)橋梁主體施工奠定了堅(jiān)實(shí)基礎(chǔ)。\n京臺(tái)高速路改橋工程是全線的重中之重。橋梁全長(zhǎng)70米，共設(shè)計(jì)樁基30根，此次施工的西半幅為15根。該橋采用先進(jìn)的樁柱一體...","orderBy":null,"pinyin":"jicengdongtai","name":"基層動(dòng)態(tài)","path":"/xinwenzhongxin/jicengdongtai"},{"id":7053,"title":"河南省交通技術(shù)建設(shè)中心對(duì)東泰咨詢安羅高速第二總監(jiān)辦項(xiàng)目進(jìn)行專項(xiàng)調(diào)研","shortTitle":"","img":"","createdAt":"2025-09-08T01:15:15.000Z","description":"2025年9月4日上午9：00，河南省交通建設(shè)技術(shù)中心一行蒞臨山東東泰工程咨詢有限公司安羅高速第二總監(jiān)辦，開展監(jiān)理工作專項(xiàng)調(diào)研。\n首先，東泰咨詢安羅高速第二總監(jiān)辦總監(jiān)理工程師趙劍就項(xiàng)目概況、工程進(jìn)展、監(jiān)理工作開展情況、內(nèi)部管理、亮點(diǎn)展示等方面進(jìn)行了全面匯報(bào)。\n\n其后，調(diào)研組分別從監(jiān)理企業(yè)制度建設(shè)、標(biāo)準(zhǔn)化管理情況和對(duì)派駐監(jiān)理機(jī)構(gòu)的指導(dǎo)情況；建設(shè)單位落實(shí)工程質(zhì)量安全第一責(zé)任人情況、體系運(yùn)轉(zhuǎn)情況和對(duì)監(jiān)理...","orderBy":null,"pinyin":"jicengdongtai","name":"基層動(d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