施工放样记录表（桥面斜腿）

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施工放样记录表,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,

分项工程名称:9+16+9m斜腿钢构桥（上部构造）,,,,,,,,,,,,,,,

里程桩号：K42+929.92(上行线)日期:2003年11月10日天气:晴,,,,,,,,,,,,,,,

置仪点,N,58842.219,,后视点,,N,58828.094,,,后视方位角,后视高程,,后视读数,,

W-6,E,39150.638,,W-5,,39150.207,38669.445,,,181°44′52″,,,,,

桩号,距中桩(m),,坐标,,,,,距离(m),方位角(°′″),,设计高(m),实测高(m),,挖,填

,,,N,,E,,,,,,,,,,

K42+920.0,左3.25,,58834.343,,39160.766,,,12.83,1275205,,,,,,

,左10,,58827.747,,39159.333,,,16.833,1490008,,,,,,

,右3.25,,58840.694,,39162.147,,,11.609,0973235,,,,,,

,右9.5,,58846.802,,39163.475,,,13.630,0702102,,,,,,

,右15.8,,58852.959,,39164.813,,,17.784,0525100,,,,,,

K42+930.0,左3.25,,58836.467,,39150.995,,,5.763,1762708,,,,,,

,左10,,58829.871,,39149.561,,,12.395,1845907,,,,,,

,右3.25,,58842.819,,39152.375,,,1.838,0705646,,,,,,

,右9.5,,58848.926,,39153.703,,,7.374,0243323,,,,,,

,右15.75,,58855.034,,39155.030,,,13.547,0185508,,,,,,

K42+940.0,左3.25,,58838.591,,39141.223,,,10.09,2485542,,,,,,

,左10,,58831.995,,39139.789,,,14.907,2264158,,,,,,

,右3.25,,58844.943,,39142.603,,,8.484,2884342,,,,,,

,右9.5,,58851.050,,39143.931,,,11.09,3224705,,,,,,

,右15.75,,58857.158,,39145.258,,,15.878,3401144,,,,,,

K42+947.5,左3.25,,58840.184,,39133.894,,,16.867,2630418,,,,,,

,左10,,58833.588,,39132.460,,,20.123,2443607,,,,,,

,右18.75,,58861481.025,,39135656.370,,,,,,,,,,

,左0.75,,58861482.025,,39135657.370,,,,,,,,,,

,右3.25,,58846.536,,39135.275,,,15.958,2854141,,,,,,

,右9.5,,58852.643,,39136.602,,,17.484,3063603,,,,,,

,右15.75,,58858.751,,39137.930,,,20.852,3222658,,,,,,

放样简图:,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,

测量：计算：复核：监理工程师：,,,,,,,,,,,,,,,

施工放样记录表,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,

分项工程名称:9+16+9m斜腿钢构桥（上部构造）,,,,,,,,,,,,,,,

里程桩号：K42+929.92(下行线)日期:2003年8月15日天气:晴,,,,,,,,,,,,,,,

置仪点,N,58842.219,,后视点,,N,58828.094,,,后视方位角,后视高程,,后视读数,,

W-6,E,39150.638,,W-5,,39150.207,38669.445,,,181°44′52″,,,,,

桩号,距中桩(m),,坐标,,,,,距离(m),方位角(°′″),,设计高(m),实测高(m),,挖,填

,,,N,,E,,,,,,,,,,

K42+920.0,左3.25,,58834.343,,39160.766,,,12.83,1275205,,,,,,

,左10,,58827.747,,39159.333,,,16.833,1490008,,,,,,

,右3.25,,58840.694,,39162.147,,,11.609,0973235,,,,,,

,右9.5,,58846.802,,39163.475,,,13.630,0702102,,,,,,

,右15.8,,58852.959,,39164.813,,,17.784,0525100,,,,,,

K42+930.0,左3.25,,58836.467,,39150.995,,,5.763,1762708,,,,,,

,左10,,58829.871,,39149.561,,,12.395,1845907,,,,,,

,右3.25,,58842.819,,39152.375,,,1.838,0705646,,,,,,

,右9.5,,58848.926,,39153.703,,,7.374,0243323,,,,,,

,右15.75,,58855.034,,39155.030,,,13.547,0185508,,,,,,

K42+940.0,左3.25,,58838.591,,39141.223,,,10.09,2485542,,,,,,

,左10,,58831.995,,39139.789,,,14.907,2264158,,,,,,

,右3.25,,58844.943,,39142.603,,,8.484,2884342,,,,,,

,右9.5,,58851.050,,39143.931,,,11.09,3224705,,,,,,

,右15.75,,58857.158,,39145.258,,,15.878,3401144,,,,,,

K42+947.5,左3.25,,58840.184,,39133.894,,,16.867,2630418,,,,,,

,左10,,58833.588,,39132.460,,,20.123,2443607,,,,,,

,右18.75,,58861481.025,,39135656.370,,,,,,,,,,

,左0.75,,58861482.025,,39135657.370,,,,,,,,,,

,右3.25,,58846.536,,39135.275,,,15.958,2854141,,,,,,

,右9.5,,58852.643,,39136.602,,,17.484,3063603,,,,,,

,右15.75,,58858.751,,39137.930,,,20.852,3222658,,,,,,

放样简图:,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,

测量：计算：复核：监理工程师：,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,

,,,,,

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施工放样记录表（桥面斜腿）

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