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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(xiàn)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(kāi)發(fā)沿線(xiàn)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(xiàn)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(kāi)發(fā)沿線(xiàn)旅游資源，幫助沿線(xiàn)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(mén)山構(gòu)造（斷裂）帶的關(guān)系：線(xiàn)路橫跨龍門(mén)山構(gòu)造帶。我們所轄的24、25、26合同段線(xiàn)路位于龍門(mén)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(jiàn)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(mén)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(mén)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(mén)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(guò)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(shù)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(guò)程中，先后遇到斷層，褶曲等地質(zhì)構(gòu)造（見(jiàn)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(lèi)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(guò)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(xiàn)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(mén)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(jiàn)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(lèi)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(kāi)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(chē)上，致臺(tái)車(chē)無(wú)法移出。（見(jiàn)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(jiàn)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(lèi)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(guò)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(xiàn)路橫跨龍門(mén)山構(gòu)造帶，受構(gòu)造影響強(qiáng)烈；隧道掘進(jìn)過(guò)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(guò)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(lèi)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(mén)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(mén)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":1997,"link":null,"createdAt":"2020-09-09 09:14:57","updatedAt":"2025-05-07 13:49:25","department":null,"field":{},"tags":[]}
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news------>[{"id":6748,"title":"東泰咨詢(xún)濟(jì)微高速一標(biāo)段梁板預(yù)制工作圓滿(mǎn)完成","shortTitle":"","img":"","createdAt":"2025-05-13T08:58:34.000Z","description":"2025年5月8日，濟(jì)微高速一標(biāo)預(yù)制梁場(chǎng)圓滿(mǎn)竣工，這一重要節(jié)點(diǎn)的完成，標(biāo)志著濟(jì)微高速建設(shè)取得重大階段性成果，為濟(jì)微高速一標(biāo)段后續(xù)施工與早日通車(chē)筑牢根基。\n山東東泰工程咨詢(xún)有限公司濟(jì)微高速一駐地辦在濟(jì)微高速一標(biāo)段預(yù)制梁場(chǎng)生產(chǎn)建設(shè)過(guò)程中，面對(duì)著工程體量大、預(yù)制梁板數(shù)量多，對(duì)施工效率與質(zhì)量管控要求嚴(yán)苛等困難一路披荊斬棘，憑借著豐富工程管理經(jīng)驗(yàn)與專(zhuān)業(yè)素質(zhì)，充分發(fā)揮超前提示的主觀能動(dòng)性，在對(duì)預(yù)制梁場(chǎng)的建設(shè)生...","orderBy":null,"pinyin":"jicengdongtai","name":"基層動(dòng)態(tài)","path":"/xinwenzhongxin/jicengdongtai"},{"id":6747,"title":"孟雙線(xiàn)孫家臺(tái)子至西雙廟段拓寬改造工程施工圖設(shè)計(jì)順利通過(guò)審查","shortTitle":"","img":"","createdAt":"2025-05-13T08:56:39.000Z","description":"近日，莒縣交通運(yùn)輸局組織有關(guān)單位及專(zhuān)家召開(kāi)了孟雙線(xiàn)孫家臺(tái)子至西雙廟段拓寬改造工程施工圖設(shè)計(jì)審查會(huì)。專(zhuān)家組踏勘了工程現(xiàn)場(chǎng)，聽(tīng)取了山東東泰設(shè)計(jì)咨詢(xún)有限公司設(shè)計(jì)二院的匯報(bào)，審閱了設(shè)計(jì)文件，進(jìn)行了深入討論研究。審查認(rèn)為設(shè)計(jì)單位收集資料齊全，設(shè)計(jì)方案合理，設(shè)計(jì)文件的內(nèi)容和深度基本滿(mǎn)足相關(guān)要求，施工圖設(shè)計(jì)順利通過(guò)審查。\n審查會(huì)上，東泰設(shè)計(jì)二院詳細(xì)匯報(bào)了項(xiàng)目施工圖設(shè)計(jì)方案，并與專(zhuān)家進(jìn)行了深入的探討和交流，專(zhuān)家組...","orderBy":null,"pinyin":"jicengdongtai","name":"基層動(dòng)態(tài)","path":"/xinwenzhongxin/jicengdongtai"},{"id":6746,"title":"魯中數(shù)智物流與供應(yīng)鏈及基礎(chǔ)設(shè)施(站前路一期)項(xiàng)目初步設(shè)計(jì)審查會(huì)順利召開(kāi)","shortTitle":"","img":"","createdAt":"2025-05-13T08:54:34.000Z","description":"近期，沂源國(guó)有投資集團(tuán)有限公司組織有關(guān)單位及專(zhuān)家在沂源縣召開(kāi)了魯中數(shù)智物流與供應(yīng)鏈及基礎(chǔ)設(shè)施(站前路一期)項(xiàng)目初步設(shè)計(jì)審查會(huì)。山東東泰設(shè)計(jì)咨詢(xún)有限公司作為設(shè)計(jì)單位匯報(bào)了本項(xiàng)目的設(shè)計(jì)方案，與會(huì)專(zhuān)家審閱了設(shè)計(jì)文件，并進(jìn)行深入討論，一致認(rèn)為設(shè)計(jì)資料數(shù)據(jù)翔實(shí)，方案合理，對(duì)設(shè)計(jì)質(zhì)量高度認(rèn)可。本次初步設(shè)計(jì)評(píng)審會(huì)的順利召開(kāi)，也為下一步施工圖設(shè)計(jì)奠定了基礎(chǔ)。\n沂源縣南部新城作為魯中數(shù)智物流中心、沂源南部新門(mén)戶(hù)、山...","orderBy":null,"pinyin":"jicengdongtai","name":"基層動(dòng)態(tài)","path":"/xinwenzhongxin/jicengdongtai"},{"id":6745,"title":"東泰咨詢(xún)董梁高速沈新項(xiàng)目第一總監(jiān)辦組織召開(kāi)月度檢查反饋會(huì)","shortTitle":"","img":"","createdAt":"2025-05-13T08:50:52.000Z","description":"2025年5月7日，山東東泰工程咨詢(xún)有限公司董梁高速沈新項(xiàng)目第一總監(jiān)辦于三合同項(xiàng)目部會(huì)議室精心組織召開(kāi)了四月份月度檢查反饋會(huì)，項(xiàng)目辦、一至三駐地辦及施工單位的相關(guān)負(fù)責(zé)人均出席了本次會(huì)議。\n會(huì)議伊始，第一總監(jiān)辦對(duì)四月份的月度檢查情況進(jìn)行了詳細(xì)通報(bào)。緊接著，各駐地辦及項(xiàng)目部依次匯報(bào)了月度檢查中存在的問(wèn)題以及相應(yīng)的整改情況，還闡述了節(jié)點(diǎn)目標(biāo)控制施工計(jì)劃及具體措施、剩余工程施工計(jì)劃及班組配備情況、路基便道...","orderBy":null,"pinyin":"jicengdongtai","name":"基層動(dòng)態(tài)","path":"/xinwenzhongxin/jicengdongtai"},{"id":6744,"title":"東泰咨詢(xún)一公司對(duì)S510泉王線(xiàn)淄川區(qū)昆侖南至周村區(qū) G309路口段路面改造工程總監(jiān)辦進(jìn)行四月份暨\(yùn)"五一\"節(jié)日安全檢查","shortTitle":"","img":"","createdAt":"2025-05-07T08:13:31.000Z","description":"根據(jù)東泰咨詢(xún)一公司項(xiàng)目考核辦法及工作安排，山東東泰工程咨詢(xún)有限公司一公司于2025年5月1日對(duì)S510泉王線(xiàn)淄川區(qū)昆侖南至周村區(qū) G309路口段路面改造工程總監(jiān)辦進(jìn)行四月份檢查暨五一節(jié)日安全檢查，本次檢查結(jié)合項(xiàng)目開(kāi)展情況以事業(yè)部對(duì)所轄二級(jí)監(jiān)理部自查的形式開(kāi)展。\n本次檢查的主要內(nèi)容有東泰咨詢(xún)一公司《項(xiàng)目考核管理辦法》相關(guān)內(nèi)容；工程質(zhì)量控制、標(biāo)準(zhǔn)化施工管理情況，工程質(zhì)量實(shí)體檢測(cè)，監(jiān)理日志、監(jiān)理抽檢資料...","orderBy":null,"pinyin":"jicengdongtai","name":"基層動(dòng)態(tài)","path":"/xinwenzhongxin/jicengdongtai"},{"id":6743,"title":"弘揚(yáng)工匠精神、爭(zhēng)做時(shí)代先鋒-東泰咨詢(xún)?nèi)蹙€(xiàn)總監(jiān)辦組織測(cè)量培訓(xùn)","shortTitle":"","img":"","createdAt":"2025-05-07T08:00:35.000Z","description":"為掌握公路工程測(cè)量的基本原理和技術(shù)規(guī)范，熟練使用水準(zhǔn)儀等測(cè)量?jī)x器，使全體員工能夠獨(dú)立完成公路工程的測(cè)量任務(wù)，山東東泰工程咨詢(xún)有限公司S510泉王線(xiàn)淄川區(qū)昆侖南至周村G309路口段路面改造工程總監(jiān)辦于五一勞動(dòng)節(jié)期間，利用空閑時(shí)間，組織全體員工開(kāi)展了測(cè)量實(shí)操練習(xí)。\n本次實(shí)操練習(xí)由工地負(fù)責(zé)人具體授課，重點(diǎn)學(xué)習(xí)了公路工程任意點(diǎn)縱斷高程的計(jì)算、水準(zhǔn)儀的使用、橫斷面的測(cè)量和計(jì)算，路面、路基高程驗(yàn)收注意事項(xiàng)等，...","orderBy":null,"pinyin":"jicengdongtai","name":"基層動(dòng)態(tài)","path":"/xinwenzhongxin/jicengdongtai"},{"id":6742,"title":"致敬勞動(dòng)者 青春筑通途——東泰咨詢(xún)濟(jì)微高速一駐地辦聯(lián)合項(xiàng)目部開(kāi)展“筑路者足跡”五一·五四徒步活動(dòng)","shortTitle":"","img":"","createdAt":"2025-05-07T07:56:11.000Z","description":"2024年5月4日，濟(jì)微高速一標(biāo)段新建公路上迎來(lái)了一支特殊的徒步隊(duì)伍。為慶祝五一國(guó)際勞動(dòng)節(jié)和五四青年節(jié)，弘揚(yáng)勞動(dòng)者精神，展現(xiàn)項(xiàng)目建設(shè)者風(fēng)采，山東東泰工程咨詢(xún)有限公司濟(jì)微高速一駐地辦聯(lián)合濟(jì)微高速一標(biāo)項(xiàng)目部共同組織開(kāi)展了筑路者足跡5公里徒步活動(dòng)，以勞動(dòng)在崗的特殊方式度過(guò)節(jié)日，用腳步丈量建設(shè)成果，以行動(dòng)詮釋責(zé)任擔(dān)當(dāng)。\n下午16時(shí)，活動(dòng)在嘹亮的口號(hào)中拉開(kāi)帷幕。駐地辦監(jiān)理人員與項(xiàng)目部施工團(tuán)隊(duì)身著統(tǒng)一反光背心...","orderBy":null,"pinyin":"jicengdongtai","name":"基層動(dòng)態(tài)","path":"/xinwenzhongxin/jicengdongtai"},{"id":6741,"title":"東泰咨詢(xún)安鶴高速項(xiàng)目一標(biāo)瀝青下面層試驗(yàn)段施工圓滿(mǎn)完成","shortTitle":"","img":"","createdAt":"2025-05-06T03:34:03.000Z","description":"2025年5月4日，安鶴高速一標(biāo)段瀝青下面層試驗(yàn)段施工圓滿(mǎn)完成，標(biāo)志著該項(xiàng)目路面工程施工進(jìn)入了一個(gè)新的階段，為后續(xù)大面積瀝青攤鋪奠定了堅(jiān)實(shí)基礎(chǔ)。\n本次試驗(yàn)段攤鋪位于Rk17+630-Rk17+934.8（984.2），攤鋪長(zhǎng)度為354.2米，挖方超高段寬度11.15米 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pre------>{"id":660,"title":"濟(jì)高高速組織召開(kāi)工序報(bào)驗(yàn)系統(tǒng)宣貫會(huì)","name":"基層動(dòng)態(tài)","path":"/xinwenzhongxin/jicengdongtai"}
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