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車站結(jié)構(gòu)在端頭預(yù)留了 5.9米寬的后澆帶,現(xiàn)在要在后澆帶上把軌道梁做過去,懸空長 度 6.5米,一端和既有軌道梁連接,一端錨到地連墻內(nèi),軌道梁中間做兩個立柱, 1*1 米, 從底板做起來,高度約 20 米,立柱間有連系梁 0.6*0.6。龍門吊自重 135 噸,輪間距 8.834 米,最大吊重 45 噸。 移動荷載內(nèi)力分析 (YXX-1) 執(zhí)行規(guī)范 : 《建筑結(jié)構(gòu)荷載規(guī)范》 (GB 50009-2012), 本文簡稱《荷載規(guī)范》 1 計算簡圖: 2 計算條件: 荷載條件 : 均布恒載 : 0.00kN/m 均布活載 : 0.00 梁容重 : 25.00kN/m3 計算時考慮梁自重 : 考慮 恒載分項系數(shù) : 1.00 活載分項系數(shù) : 1.20 活載調(diào)整系數(shù) : 0.
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. '. 目 錄 一、工程概況·············································1 二、編制依據(jù)·············································1 三、施工準備·············································1 四、施工方法及技術(shù)措施· ··································1 五、質(zhì)量保證措施及質(zhì)量控制點一覽表· ······················13 六、安全健康環(huán)保措施· ····································15 七、文明施工措施·········································17 八、勞動力組織····················