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padding: 0px; font-size: 14pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋_GB2312;\"><span style=\"font-family:仿宋_GB2312\">，此段水泥土不僅是二標(biāo)的左幅首件，也是全線左幅首件水泥土施工</span></span></span><span style=\"margin: 0px; padding: 0px; font-size: 14pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋_GB2312;\"><span style=\"font-family:仿宋_GB2312\">。</span></span></span></span></span></span></span></span></span></span></span></span></p><p style=\"margin-top: 0px; margin-bottom: 0pt; padding: 0px; font-family: \"Microsoft YaHei\"; line-height: 1.6; word-break: normal; color: rgb(51, 51, 51); white-space: normal; background-color: rgb(255, 255, 255); text-indent: 28pt;\"><span style=\"margin: 0px; padding: 0px; font-size: 11pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 25pt;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8; font-family: Tahoma;\"><span style=\"margin: 0px; padding: 0px; font-size: 14pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋_GB2312;\"><span style=\"font-family:仿宋_GB2312\">施工隊(duì)伍采用的是經(jīng)常干的老隊(duì)伍，進(jìn)入施工現(xiàn)場(chǎng)的人員按規(guī)定佩戴、使用勞動(dòng)安全防護(hù)用品。專職安全員佩戴袖標(biāo)（牌）。并且召開了技術(shù)安全交底會(huì)。</span><span style=\"font-family:仿宋_GB2312\">3%水泥土施工前首先檢查下承層的各項(xiàng)指標(biāo)合格，對(duì)用于路床填筑的土進(jìn)行調(diào)查和取樣試驗(yàn)，測(cè)定其天然含水量、塑限、液限、填料粒徑、CBR強(qiáng)度、最大干密度、最佳含水量等指標(biāo)，試驗(yàn)結(jié)果報(bào)監(jiān)理工程師批復(fù)。上土前用灰線劃出8m×10m方格網(wǎng)，自卸車倒料時(shí)，按照計(jì)算好的方量由專人指揮卸料，指揮運(yùn)料車沿線路縱向從里向外逐個(gè)斷面的進(jìn)行卸料。每層填料松鋪厚度控制在25cm，路床橫向外側(cè)0.5m范圍內(nèi)，確保邊坡穩(wěn)定。推土機(jī)粗略整平后，用平地機(jī)快速整平一遍。整平過(guò)程中要及時(shí)檢測(cè)土的含水量，根據(jù)所上土方量按比最佳含水量高出1-2%計(jì)算出所需水量。當(dāng)含水量小于最佳含水量時(shí)，宜立即用灑水車灑水。灑水悶料5～8小時(shí)后，檢測(cè)土的含水量是否達(dá)到要求，土層含水量是否均勻。合格后進(jìn)入下道工序。水泥采用智能撒布車進(jìn)行撒布，施工前對(duì)撒布車進(jìn)行檢查和標(biāo)定，確保水泥使用量滿足要求。水泥撒布完成后，采用穩(wěn)定土拌和機(jī)進(jìn)行拌和，隨時(shí)檢測(cè)拌和深度并配合操作員調(diào)整拌和深度，嚴(yán)禁拌和層底部留有“素土”夾層，使拌和機(jī)進(jìn)入下承層1cm～2cm以利于上下層的粘結(jié)。</span><span style=\"font-family:仿宋_GB2312\">拌合次數(shù)為</span><span style=\"font-family:仿宋_GB2312\">2次，第1次拌合由路基內(nèi)向外側(cè)拌合，第2次拌合由路基外側(cè)向內(nèi)拌合。</span><span style=\"font-family:仿宋_GB2312\">保證拌合料色澤一致，無(wú)灰條、灰團(tuán)和花面。試驗(yàn)人員及時(shí)檢查水泥劑量，使水泥劑量符合規(guī)范要求。碾壓時(shí)用振動(dòng)壓路機(jī)進(jìn)行碾壓，先靜壓后振動(dòng)，由弱振到強(qiáng)振，錯(cuò)輪寬度不小于壓實(shí)輪的</span><span style=\"font-family:仿宋_GB2312\">1/3。</span></span></span></span></span></span></span></span></span></span></span></p><p style=\"margin-top: 0px; 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