M7.5漿砌片石施工方案設(shè)計(jì)

實(shí)用標(biāo)準(zhǔn)文案目錄1.編制依據(jù)...........................................................................................................................................12.工程概況...........................................................................................................................................12.1工程簡(jiǎn)介.................................................................................................................................12.2施工條件.................................................................................................................................23.施工進(jìn)度計(jì)劃.....................................................................................................................................24.主要施工方法.....................................................................................................................................34.1測(cè)量放線.................................................................................................................................34.2基坑開(kāi)挖.................................................................................................................................34.3基底處理.................................................................................................................................34.4基底檢測(cè).................................................................................................................................44.5基礎(chǔ)及墻身砌筑.....................................................................................................................44.6擋墻養(yǎng)生.................................................................................................................................64.7墻背回填及泄水孔，沉降縫設(shè)置........................................................................................65.質(zhì)量檢查項(xiàng)目.....................................................................................................................................76.安全注意事項(xiàng).....................................................................................................................................87.環(huán)境保護(hù)注意事項(xiàng)...........................................................................................................................9精彩文檔實(shí)用標(biāo)準(zhǔn)文案精彩文檔實(shí)用標(biāo)準(zhǔn)文案編制依據(jù)（1）習(xí)水縣土城鎮(zhèn)水獅壩景區(qū)市政道路工程施工圖設(shè)計(jì)、總體實(shí)施性施組設(shè)計(jì)。（2）《公路工程質(zhì)量檢驗(yàn)評(píng)定標(biāo)準(zhǔn)》（JTGF80/1-2004）。（3）《公路工程竣（交）工驗(yàn)收方法》。（4）《公路工程施工安全技術(shù)規(guī)程》（JTJ076-95）。（5）《城鎮(zhèn)道路工程施工與質(zhì)量驗(yàn)收規(guī)范》（CJJ1-2008）。（6）國(guó)家及地方關(guān)于安全生產(chǎn)和環(huán)境保護(hù)等方面的法律法規(guī)。工程概況2.1工程簡(jiǎn)介本合同段的路基范圍內(nèi)共有6道漿砌片石路肩墻：（1）、K0+184～K0+586段右側(cè)仰斜式路肩墻共402m；（2）、K0+930～K0+983段右側(cè)仰斜式路肩墻共53m；（3）、K1+165～K1+317段右側(cè)仰斜式路肩墻共152m；（4）、K1+353～K1+367段右側(cè)仰斜式路肩墻共14m；（5）、K1+423～K1+598段右側(cè)仰斜式路肩墻共175m；（6）、K1+652～K1+690段右側(cè)仰斜式路肩墻共38m；總計(jì)834m。全線共7道漿砌片石路肩墻，其主要工程數(shù)量表見(jiàn)下表：序長(zhǎng)M7.5漿砌起訖里程工程名稱度備注號(hào)片石（m3）(m)1K0+184～K0+586（右4284194.24長(zhǎng)鏈：26.064m側(cè)）漿砌片石路肩墻K0+286.843=K0+260.779精彩文檔實(shí)用標(biāo)準(zhǔn)文案2K0+930～K0+983（右53317.77側(cè)）漿砌片石路肩墻3K1+165～K1+317（右152930.77側(cè)）漿砌片石路肩墻4K1+353～K1+367（右1438.92側(cè)）漿砌片石路肩墻5K1+423～K1+598（右1751432.81側(cè)）漿砌片石路肩墻6K1+652～K1+690（右38231.62側(cè)）漿砌片石路肩墻7合計(jì)8607146.132.2施工條件）氣候條件項(xiàng)目區(qū)屬北亞熱帶冬春半干燥夏季濕潤(rùn)型氣候區(qū)。年平均溫度13.1℃，最冷1月平均氣溫2.4℃，最熱7月平均氣溫23.1℃，極端最高氣溫34.4℃，極端最低氣溫-8.4℃。年平均日照時(shí)數(shù)為1157.9小時(shí)，年平均降水量1137.8mm，降雨多集中在下半年，春旱、冰