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article------>{"id":906,"cid":20,"subCid":null,"title":"精益求精、微小創(chuàng)新，降成本保質(zhì)量-濟(jì)高高速營(yíng)造創(chuàng)新氛圍，積極開展微創(chuàng)新活動(dòng)","shortTitle":null,"tagId":null,"attr":null,"articleView":null,"source":"王方鵬","author":"admin","description":"2020年是全面建成小康社會(huì)和“十三五”規(guī)劃的收官之年，是實(shí)現(xiàn)第一個(gè)百年奮斗目標(biāo)，為“十四五”良好開局打下更好基礎(chǔ)的關(guān)鍵之年，也是全面提升工程品質(zhì)，打造工程建設(shè)品牌的關(guān)鍵一年。濟(jì)高高速各參建單位積極響","img":"/public/uploads/material/2020-10-22/5f91559192ddb_thumb.jpg","content":"<p style=\"text-align: justify; text-indent: 37px;\"><span style=\"line-height: 2.5;\"><span style=\"font-size: 18px;\"><span style=\"font-family: 仿宋,仿宋_gb2312;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"-ms-text-justify: inter-ideograph;\"><span style=\"color: rgb(0, 0, 0);\">2020年是全面建成小康社會(huì)和“十三五”規(guī)劃的收官之年，是實(shí)現(xiàn)第一個(gè)百年奮斗目標(biāo)，為“十四五”良好開局打下更好基礎(chǔ)的關(guān)鍵之年，也是全面提升工程品質(zhì)，打造工程建設(shè)品牌的關(guān)鍵一年。濟(jì)高高速各參建單位積極響應(yīng)號(hào)召，圍繞“質(zhì)量為本、安全第一”，以創(chuàng)建“李春獎(jiǎng)”、爭(zhēng)創(chuàng)“魯班獎(jiǎng)”為目標(biāo)，努力打造“樣板工程”、“標(biāo)桿工程”。以創(chuàng)建品質(zhì)工程為己任，狠抓科技創(chuàng)新，高標(biāo)準(zhǔn)、嚴(yán)要求的開展各項(xiàng)工作，尤其是在工作開展中積極開發(fā)微小創(chuàng)新，保證建設(shè)質(zhì)量，并及時(shí)對(duì)其進(jìn)行了總結(jié)，具體情況如下：</span></span></span></span></span></span></p><p style=\"text-align: justify; text-indent: 37px;\"><span style=\"line-height: 2.5;\"><span style=\"font-size: 18px;\"><span style=\"font-family: 仿宋,仿宋_gb2312;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"-ms-text-justify: inter-ideograph;\"><span style=\"color: rgb(0, 0, 0);\">一、自制機(jī)械連接檢測(cè)小工具，快速、便捷地檢測(cè)套筒機(jī)械質(zhì)量。</span></span></span></span></span></span></p><p style=\"text-align: justify; text-indent: 37px;\"><span style=\"line-height: 2.5;\"><span style=\"font-size: 18px;\"><span style=\"font-family: 仿宋,仿宋_gb2312;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"-ms-text-justify: inter-ideograph;\"><span style=\"color: rgb(0, 0, 0);\">（一）傳統(tǒng)檢測(cè)方式</span></span></span></span></span></span></p><p style=\"text-align: justify; text-indent: 37px;\"><span style=\"line-height: 2.5;\"><span style=\"font-size: 18px;\"><span style=\"font-family: 仿宋,仿宋_gb2312;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"-ms-text-justify: inter-ideograph;\"><span style=\"color: rgb(0, 0, 0);\">控制車絲質(zhì)量，長(zhǎng)度，套絲數(shù)量；用鋼尺直接量測(cè)，判定是否合格。缺點(diǎn)：檢測(cè)速度慢，效率低，誤差大。</span></span></span></span></span></span></p><p style=\"text-align: center;\"><span style=\"line-height: 2.5;\"><span style=\"font-size: 18px;\"><span style=\"font-family: 仿宋,仿宋_gb2312;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"-ms-text-justify: inter-ideograph;\"><span style=\"color: rgb(0, 0, 0);\"><img title=\"1603359923929615.png\" alt=\"1.png\" src=\"//public/uploads/ueditor/image/20201022/A-8/1603359923929615.png\"/></span></span></span></span></span></span></p><p style=\"text-align: justify; text-indent: 37px;\"><span style=\"line-height: 2.5;\"><span style=\"font-size: 18px;\"><span style=\"font-family: 仿宋,仿宋_gb2312;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"-ms-text-justify: inter-ideograph;\"><span style=\"color: rgb(0, 0, 0);\">（二）優(yōu)化改進(jìn)</span></span></span></span></span></span></p><p style=\"text-align: justify; text-indent: 37px;\"><span style=\"line-height: 2.5;\"><span style=\"font-size: 18px;\"><span style=\"font-family: 仿宋,仿宋_gb2312;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"-ms-text-justify: inter-ideograph;\"><span style=\"color: rgb(0, 0, 0);\"><span style=\"color: rgb(0, 0, 0);\">在帶有刻度的鋼板尺上鋸切精度要求較高的套筒卡槽，制作成型的鋼筋連接緊密性檢測(cè)工具，此工具檢測(cè)精度高，能直觀判斷出鋼筋連接的緊密性是否滿足要求，根據(jù)測(cè)出的誤差，工人快速的知道再擰幾絲就合格。</span></span></span></span></span></span></span></p><p style=\"text-align: center;\"><span style=\"line-height: 2.5;\"><span style=\"font-size: 18px;\"><span style=\"font-family: 仿宋,仿宋_gb2312;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"-ms-text-justify: inter-ideograph;\"><span style=\"color: rgb(0, 0, 0);\"><span style=\"color: rgb(0, 0, 0);\"><img title=\"1603359942620690.png\" alt=\"3.png\" src=\"/Uploads/ueditor/image/20201022/A-8/1603359942620690.png\"/></span></span></span></span></span></span></span></p><p style=\"text-align: justify; text-indent: 37px;\"><span style=\"line-height: 2.5;\"><span style=\"font-size: 18px;\"><span style=\"font-family: 仿宋,仿宋_gb2312;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"-ms-text-justify: inter-ideograph;\"><span style=\"color: rgb(0, 0, 0);\">（三）創(chuàng)新后效果</span></span></span></span></span></span></p><p style=\"text-align: justify; text-indent: 37px;\"><span style=\"line-height: 2.5;\"><span style=\"font-size: 18px;\"><span style=\"font-family: 仿宋,仿宋_gb2312;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"-ms-text-justify: inter-ideograph;\"><span style=\"color: rgb(0, 0, 0);\">用創(chuàng)新制作的檢測(cè)工具檢測(cè)鋼筋連接緊密性，輕便快速，檢測(cè)精度高，縮短工序檢測(cè)時(shí)間，提高檢測(cè)工作效率；直觀判斷是否合格，根據(jù)誤差，快速知道需擰緊絲距，提高施工效率。</span></span></span></span></span></span></p><p style=\"text-align: justify; text-indent: 37px;\"><span style=\"line-height: 2.5;\"><span style=\"font-size: 18px;\"><span style=\"font-family: 仿宋,仿宋_gb2312;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"-ms-text-justify: inter-ideograph;\"><span style=\"color: rgb(0, 0, 0);\">二、發(fā)明一種檢測(cè)橋梁鉆孔灌注樁沉淀層厚度的檢測(cè)盒，可以直觀地對(duì)沉淀層厚度進(jìn)行檢測(cè)。</span></span></span></span></span></span></p><p style=\"text-align: justify; text-indent: 37px;\"><span style=\"line-height: 2.5;\"><span style=\"font-size: 18px;\"><span style=\"font-family: 仿宋,仿宋_gb2312;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"-ms-text-justify: inter-ideograph;\"><span style=\"color: rgb(0, 0, 0);\">（一）傳統(tǒng)檢測(cè)方式</span></span></span></span></span></span></p><p style=\"text-align: justify; text-indent: 37px;\"><span style=\"line-height: 2.5;\"><span style=\"font-size: 18px;\"><span style=\"font-family: 仿宋,仿宋_gb2312;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"-ms-text-justify: inter-ideograph;\"><span style=\"color: rgb(0, 0, 0);\">對(duì)橋梁鉆孔灌注樁成孔后沉淀層厚度的檢測(cè)基本分為四種方法。一是同一種吊錘、同一種吊法，某兩次測(cè)得孔深之差。二是量取鉆具下到地面以下長(zhǎng)度作為孔底深度，測(cè)繩測(cè)得深度作為沉渣頂面深度，二者之差為沉渣厚度。三是\"測(cè)針測(cè)餅法\":下放測(cè)針，測(cè)得深度作為孔底深度;下放測(cè)餅，測(cè)得深度作為沉渣頂面深度，二個(gè)數(shù)據(jù)之差為沉渣厚度。四是同一種吊錘。先輕輕下放，測(cè)得深度作為沉渣頂面深度。再抖動(dòng)下放，測(cè)得深度作為孔底深度，二者之差為沉渣厚度。上述方法各有利弊，精確度不盡相同。本發(fā)明提出一種用于鉆孔后測(cè)量樁底沉淀層厚度的檢測(cè)盒，制作簡(jiǎn)單，操作方便，可視度高，現(xiàn)場(chǎng)可操作性強(qiáng)。</span></span></span></span></span></span></p><p style=\"text-align: justify; text-indent: 37px;\"><span style=\"line-height: 2.5;\"><span style=\"font-size: 18px;\"><span style=\"font-family: 仿宋,仿宋_gb2312;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"-ms-text-justify: inter-ideograph;\"><span style=\"color: rgb(0, 0, 0);\">（二）優(yōu)化改進(jìn)</span></span></span></span></span></span></p><p style=\"text-align: justify; text-indent: 37px;\"><span style=\"line-height: 2.5;\"><span style=\"font-size: 18px;\"><span style=\"font-family: 仿宋,仿宋_gb2312;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"-ms-text-justify: inter-ideograph;\"><span style=\"color: rgb(0, 0, 0);\"><span style=\"color: rgb(0, 0, 0);\">根據(jù)設(shè)計(jì)和規(guī)范要求，針對(duì)不同的沉淀層深度要求，可對(duì)應(yīng)制作符合要求的檢測(cè)盒。檢測(cè)盒內(nèi)部中空，在規(guī)定的沉淀層深度處有開口，可使超過(guò)規(guī)定深度的沉淀鉆渣進(jìn)入盒子內(nèi)。檢測(cè)盒為金屬制作，另外在其上部增加鋼筋節(jié)段進(jìn)行配重，重量足以讓其依靠自重下沉至沉淀層底部。</span></span></span></span></span></span></span></p><p style=\"text-align: justify; text-indent: 37px;\"><span style=\"line-height: 2.5;\"><span style=\"font-size: 18px;\"><span style=\"font-family: 仿宋,仿宋_gb2312;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"-ms-text-justify: inter-ideograph;\"><span style=\"color: rgb(0, 0, 0);\"><span style=\"color: rgb(0, 0, 0);\"><br/></span></span></span></span></span></span></span></p><p style=\"text-align: center;\"><img title=\"1603360006191319.png\" alt=\"6.png\" src=\"/Uploads/ueditor/image/20201022/A-8/1603360006191319.png\"/></p><p style=\"text-align: justify; text-indent: 37px;\"><br/></p><p style=\"text-align: justify; text-indent: 37px;\"><span style=\"line-height: 2.5;\"><span style=\"font-size: 18px;\"><span style=\"font-family: 仿宋,仿宋_gb2312;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"-ms-text-justify: inter-ideograph;\"><span style=\"color: rgb(0, 0, 0);\">（三）創(chuàng)新后效果</span></span></span></span></span></span></p><p style=\"text-align: justify; text-indent: 37px;\"><span style=\"line-height: 2.5;\"><span style=\"font-size: 18px;\"><span style=\"font-family: 仿宋,仿宋_gb2312;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"-ms-text-justify: inter-ideograph;\"><span style=\"color: rgb(0, 0, 0);\">該檢測(cè)盒小巧輕便，加工制作簡(jiǎn)單，耗材少，造價(jià)低，可操作性強(qiáng)，可直觀判斷沉淀厚度。消除了傳統(tǒng)方法中靠人手感判斷厚度的誤差。精確度高，對(duì)鉆孔灌注樁成樁質(zhì)量提供了基礎(chǔ)數(shù)據(jù)，可有效杜絕沉淀層厚度過(guò)大造成的樁底成型不好，從而導(dǎo)致的樁質(zhì)量不合格的情況發(fā)生。</span></span></span></span></span></span></p><p style=\"text-align: justify; text-indent: 37px;\"><span style=\"line-height: 2.5;\"><span style=\"font-size: 18px;\"><span style=\"font-family: 仿宋,仿宋_gb2312;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"-ms-text-justify: inter-ideograph;\"><span style=\"color: rgb(0, 0, 0);\">三、發(fā)明一種消除預(yù)應(yīng)力致梁板端部損壞的裝配式臺(tái)座及施工方法，有效地消除了預(yù)應(yīng)力導(dǎo)致的梁板端部損壞問(wèn)題。</span></span></span></span></span></span></p><p style=\"text-align: justify; text-indent: 37px;\"><span style=\"line-height: 2.5;\"><span style=\"font-size: 18px;\"><span style=\"font-family: 仿宋,仿宋_gb2312;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"-ms-text-justify: inter-ideograph;\"><span style=\"color: rgb(0, 0, 0);\">（一）現(xiàn)狀</span></span></span></span></span></span></p><p style=\"text-align: justify; text-indent: 37px;\"><span style=\"line-height: 2.5;\"><span style=\"font-size: 18px;\"><span style=\"font-family: 仿宋,仿宋_gb2312;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"-ms-text-justify: inter-ideograph;\"><span style=\"color: rgb(0, 0, 0);\">橋梁工程中梁板一般為預(yù)應(yīng)力梁板，對(duì)梁板施加預(yù)應(yīng)力，能夠提高構(gòu)件的抗彎能力和剛度，增加構(gòu)件的耐久性。先張法空心板是對(duì)構(gòu)件進(jìn)行張拉施加預(yù)應(yīng)力再澆筑混凝土，待混凝土達(dá)到一定強(qiáng)度后，進(jìn)行放張預(yù)應(yīng)力。后張法工藝是在澆筑混凝土后，對(duì)梁板進(jìn)行張拉作業(yè)。在實(shí)際施工中，對(duì)于先張法經(jīng)常出現(xiàn)張拉預(yù)應(yīng)力，在放張后發(fā)生板端底部位置破損；對(duì)于后張法此問(wèn)題是發(fā)生在預(yù)應(yīng)力張拉后。原因分析主要是因?yàn)槭┘宇A(yù)應(yīng)力后，梁板將產(chǎn)生向上的反拱，梁板兩端成為受力支點(diǎn)。梁板自重下壓，受力面積過(guò)小，導(dǎo)致端頭底部破損。</span></span></span></span></span></span></p><p style=\"text-align: justify; text-indent: 37px;\"><span style=\"line-height: 2.5;\"><span style=\"font-size: 18px;\"><span style=\"font-family: 仿宋,仿宋_gb2312;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"-ms-text-justify: inter-ideograph;\"><span style=\"color: rgb(0, 0, 0);\">（二）優(yōu)化改進(jìn)</span></span></span></span></span></span></p><p style=\"text-align: justify; text-indent: 37px;\"><span style=\"line-height: 2.5;\"><span style=\"font-size: 18px;\"><span style=\"font-family: 仿宋,仿宋_gb2312;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"-ms-text-justify: inter-ideograph;\"><span style=\"color: rgb(0, 0, 0);\">隨著科技的進(jìn)步，預(yù)制梁板臺(tái)座由傳統(tǒng)的混凝土底座，逐漸發(fā)展為鋼結(jié)構(gòu)裝配式底座。裝配式臺(tái)座具有結(jié)構(gòu)簡(jiǎn)單和承載能力大的特點(diǎn)，能夠方便平穩(wěn)鋪設(shè)，大幅縮短施工時(shí)間，且裝配式臺(tái)座為鋼結(jié)構(gòu)，拆卸方便，可二次回收利用，各種管線如蒸汽、電、常流水、自動(dòng)噴淋、壓縮空氣等管道可以埋設(shè)在臺(tái)座下方空間內(nèi)，管路布局合理，現(xiàn)場(chǎng)文明施工好。</span></span></span></span></span></span></p><p style=\"text-align: justify; text-indent: 37px;\"><span style=\"line-height: 2.5;\"><span style=\"font-size: 18px;\"><span style=\"font-family: 仿宋,仿宋_gb2312;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"-ms-text-justify: inter-ideograph;\"><span style=\"color: rgb(0, 0, 0);\">1.梁板臺(tái)座端部活節(jié)段可升降，臺(tái)座支腿設(shè)計(jì)為可伸縮形式。底部增設(shè)千斤頂，做為升降臺(tái)座的設(shè)備，臺(tái)座支腿做為輔助穩(wěn)固臺(tái)座的作用。</span></span></span></span></span></span></p><p style=\"text-align: justify; text-indent: 37px;\"><span style=\"line-height: 2.5;\"><span style=\"font-size: 18px;\"><span style=\"font-family: 仿宋,仿宋_gb2312;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"-ms-text-justify: inter-ideograph;\"><span style=\"color: rgb(0, 0, 0);\">2.梁板臺(tái)座端部活節(jié)段與臺(tái)座其他部分連接采用短節(jié)段連接。</span></span></span></span></span></span></p><p style=\"text-align: justify; text-indent: 37px;\"><span style=\"line-height: 2.5;\"><span style=\"font-size: 18px;\"><span style=\"font-family: 仿宋,仿宋_gb2312;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"-ms-text-justify: inter-ideograph;\"><span style=\"color: rgb(0, 0, 0);\">3.短節(jié)段連接形式設(shè)計(jì)為上窄下寬式接口，方便拆卸。</span></span></span></span></span></span></p><p style=\"text-align: justify; text-indent: 37px;\"><span style=\"line-height: 2.5;\"><span style=\"font-size: 18px;\"><span style=\"font-family: 仿宋,仿宋_gb2312;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"-ms-text-justify: inter-ideograph;\"><span style=\"color: rgb(0, 0, 0);\">4.在臺(tái)座和梁板間增加了支座，預(yù)應(yīng)力作用后，梁板上拱由于支座的作用，梁板端部和臺(tái)座不直接接觸，留有空隙，避免了梁板端底部混凝土破損。</span></span></span></span></span></span></p><p style=\"text-align: justify; text-indent: 37px;\"><span style=\"line-height: 2.5;\"><span style=\"font-size: 18px;\"><span style=\"font-family: 仿宋,仿宋_gb2312;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"-ms-text-justify: inter-ideograph;\"><span style=\"color: rgb(0, 0, 0);\"><span style=\"color: rgb(0, 0, 0);\">5.四氟滑板支座采用雙面可滑動(dòng)結(jié)構(gòu)形式，在預(yù)應(yīng)力作用后，特別是先張法板在放張預(yù)應(yīng)力時(shí)，板將產(chǎn)生縱向滑移，四氟滑板支座可幫助板滑動(dòng)，從而避免了板在滑移過(guò)程中和臺(tái)座的直接接觸。</span></span></span></span></span></span></span></p><p style=\"text-align: center;\"><span style=\"line-height: 2.5;\"><span style=\"font-size: 18px;\"><span style=\"font-family: 仿宋,仿宋_gb2312;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"-ms-text-justify: inter-ideograph;\"><span style=\"color: rgb(0, 0, 0);\"><span style=\"color: rgb(0, 0, 0);\"><img title=\"1603360057529721.png\" alt=\"8.png\" src=\"/Uploads/ueditor/image/20201022/A-8/1603360057529721.png\"/></span></span></span></span></span></span></span></p><p style=\"text-align: center; text-indent: 37px;\"><span style=\"font-family: 仿宋; font-size: 18px;\">采用端頭可調(diào)節(jié)裝配式底模</span></p><p style=\"text-align: center;\"><img title=\"1603360034714757.jpg\" alt=\"7.jpg\" src=\"/Uploads/ueditor/image/20201022/A-8/1603360034714757.jpg\"/></p><p style=\"text-align: center;\"><span style=\"font-family: 仿宋; font-size: 18px;\"> 張拉后梁與模板分離 增加支座保護(hù)梁端</span></p><p style=\"text-align: justify; text-indent: 37px;\"><span style=\"line-height: 2.5;\"><span style=\"font-size: 18px;\"><span style=\"font-family: 仿宋,仿宋_gb2312;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"-ms-text-justify: inter-ideograph;\"><span style=\"color: rgb(0, 0, 0);\">（三）創(chuàng)新后效果</span></span></span></span></span></span></p><p style=\"text-align: justify; text-indent: 37px;\"><span style=\"line-height: 2.5;\"><span style=\"font-size: 18px;\"><span style=\"font-family: 仿宋,仿宋_gb2312;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"-ms-text-justify: inter-ideograph;\"><span style=\"color: rgb(0, 0, 0);\">該消除張拉導(dǎo)致梁板端部損壞的裝配式臺(tái)座及其施工方法創(chuàng)新，對(duì)提高橋梁梁板施工技術(shù)水平具有引領(lǐng)作用?？稍鰪?qiáng)橋梁的使用壽命，增加其耐久性，減少橋梁損壞引起的維護(hù)保養(yǎng)，減輕交通壓力。采用千斤頂對(duì)臺(tái)座活節(jié)段進(jìn)行升降，可減輕工人勞動(dòng)強(qiáng)度。</span></span></span></span></span></span></p><p style=\"text-align: justify; text-indent: 37px;\"><span style=\"line-height: 2.5;\"><span style=\"font-size: 18px;\"><span style=\"font-family: 仿宋,仿宋_gb2312;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"-ms-text-justify: inter-ideograph;\"><span style=\"color: rgb(0, 0, 0);\">梁板混凝土破壞后將會(huì)導(dǎo)致整體強(qiáng)度和完整性降低，結(jié)構(gòu)受力產(chǎn)生變化，對(duì)上部荷載的承受能力降低，存在質(zhì)量和安全隱患。該創(chuàng)新可有效解決梁板在張拉中存在的端部混凝土破損的情況發(fā)生，對(duì)梁板整體性起到保護(hù)作用，以免因端頭破損導(dǎo)致梁板報(bào)廢，造成經(jīng)濟(jì)損失。</span></span></span></span></span></span></p><p style=\"text-align: justify; text-indent: 37px;\"><p style=\"text-align: justify; text-indent: 37px;\"></p><p style=\"text-align: justify; text-indent: 37px;\"><span style=\"line-height: 2.5;\"><span style=\"font-size: 18px;\"><span style=\"font-family: 仿宋,仿宋_gb2312;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"-ms-text-justify: inter-ideograph;\"><span style=\"color: rgb(0, 0, 0);\"><span style=\"color: rgb(0, 0, 0);\"><br/></span></span></span></span></span></span></span></p></p>","orderBy":null,"status":0,"pv":1782,"link":null,"createdAt":"2020-10-22 17:49:11","updatedAt":"2025-09-11 04:46:41","department":null,"field":{},"tags":[]}
article.tags------>[]
news------>[{"id":7063,"title":"東泰咨詢監(jiān)理的董梁高速沈新項(xiàng)目東段組織召開“質(zhì)量月”活動(dòng)啟動(dòng)儀式","shortTitle":"","img":"","createdAt":"2025-09-15T05:33:24.000Z","description":"為深入貫徹落實(shí)上級(jí)部門關(guān)于工程質(zhì)量安全管理的系列工作要求，全面提升董梁高速沈新項(xiàng)目東段建設(shè)質(zhì)量管控水平，9月12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)辦組織召開董梁高速沈新項(xiàng)目東段質(zhì)量月活動(dòng)啟動(dòng)儀式。項(xiàng)目辦相關(guān)領(lǐng)導(dǎo)，駐地辦駐地及副駐地，各項(xiàng)目部管理人員及總監(jiān)辦全體監(jiān)理人員共計(jì)60余人參加儀式，共同拉開項(xiàng)目質(zhì)量月活動(dòng)序幕。\n啟動(dòng)儀式上，項(xiàng)目辦相關(guān)領(lǐng)導(dǎo)首先傳達(dá)了本次質(zhì)量月活動(dòng)的核心主題--加...","orderBy":null,"pinyin":"jicengdongtai","name":"基層動(dòng)態(tài)","path":"/xinwenzhongxin/jicengdongtai"},{"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(wèn)題，確保橋梁結(jié)構(gòu)穩(wěn)定與耐久性。\n檢測(cè)過(guò)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(guò)實(shí)地調(diào)研+現(xiàn)場(chǎng)核驗(yàn)+深度問(wèn)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"}]
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