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["公路工程施工放样表"]
["工程名称",{"$nulls":5},"施工单位"]
["桩号范围",{"$nulls":5},"测量部位"]
["置站点",{"$nulls":3},"后视点",{"$nulls":3},"后视方位角",null,"后视距离"]
[]
["序号","桩号",null,"位置","X坐标",null,"Y坐标",null,"放样方位角                                        （前视方位）",null,"放样距离                 前视距离                                                     "]
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[3,"K6+300",null,"右12.25米",25635.974,null,28863.298,null,"280-05-01",null,940.515]
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[3,"K7+000",null,"左12.25米",25628.296,null,29557.294,null,"304-05-14",null,280.119]
[4,"K7+000",null,"中",25616.262,null,29559.582,null,"302-15-17",null,271.619]
[5,"K7+000",null,"右12.25米",25604.227,null,{"v":29561.87,"d":"29561.870"},null,"300-18-22",null,263.414]
[6,"K7+880",null,"左12.25米",{"v":26041.27,"d":"26041.270"},null,30309.478,null,"42-23-09",null,771.661]
[7,"K7+880",null,"中",{"v":26032.83,"d":"26032.830"},null,30318.356,null,"43-17-43",null,771.511]
[8,"K7+880",null,"右12.25米",26024.389,null,30327.234,{"$nulls":3},771.552]
[9,"K8+000",null,"左12.25米",26128.539,null,30391.765,null,"42-30-40",null,891.595]
[10,"K8+000",null,"中",26120.138,null,{"v":30400.68,"d":"30400.680"},null,"43-17-54",null,{"v":891.51,"d":"891.510"}]
[11,"K8+000",null,"右12.25米",26111.736,null,30409.596,{"$nulls":3},891.595]
["备    注",null,"曲线要素",{"$nulls":4},"主点桩号"]
[null,null,"第一切线长",null,858.059,{"$nulls":3},"ZH","K6+382.376"]
[null,null,"第二切线长",null,798.222,{"$nulls":3},"HY","K6+562.376"]
[null,null,"曲线总长度",null,1524.335,{"$nulls":3},"QZ","K7+205.972"]
[null,null,"圆曲线长度",null,1524.335,{"$nulls":3},"YH","K7+849.568"]
[null,null,"外            距",null,197.697,{"$nulls":3},"HZ","K7+906.711"]
["计算：                   测量：                   复核：                   监理工程师："]

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["公路工程施工放样表"]
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["备    注",null,"曲线要素",{"$nulls":4},"主点桩号"]
[null,null,"第一切线长",null,858.059,{"$nulls":3},"ZH","K6+382.376"]
[null,null,"第二切线长",null,798.222,{"$nulls":3},"HY","K6+562.376"]
[null,null,"曲线总长度",null,1524.335,{"$nulls":3},"QZ","K7+205.972"]
[null,null,"圆曲线长度",null,1287.192,{"$nulls":3},"YH","K7+849.568"]
[null,null,"外            距",null,197.697,{"$nulls":3},"HZ","K7+906.711"]
["计算：                   测量：                   复核：                   监理工程师："]

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["公路工程施工放样表"]
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["桩号范围",null," 路基平面放样",{"$nulls":3},"测量部位",null,"2004 年 3月 12 日"]
["放样交点桩号",null,null,"K7+240.435",null,"交点                                 坐标",25471.3027,null,"曲线半径","总偏角（左转）"]
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["缓和曲                        线长度","Ls1",{"v":180,"d":"180.000"},"置站点",25471.3027,null,"后视点",{"v":26060,"d":"26060.000"},null,"初始方位角",null,"初始距离"]
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["备    注",null,"曲线要素",{"$nulls":4},"主点桩号"]
[null,null,"第一切线长",null,858.059,{"$nulls":3},"ZH","K6+382.376"]
[null,null,"第二切线长",null,798.222,{"$nulls":3},"HY","K6+562.376"]
[null,null,"曲线总长度",null,1524.335,{"$nulls":3},"QZ","K7+205.972"]
[null,null,"圆曲线长度",null,1287.192,{"$nulls":3},"YH","K7+849.568"]
[null,null,"外            距",null,197.697,{"$nulls":3},"HZ","K7+906.711"]
["计算：                   测量：                   复核：                   监理工程师："]

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["水平测量记录表"]
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["测量：                       计算：                       复核：                       监理工程师："]

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["水平测量记录表"]
["丽江旅游文化商城一期市政工程象山东路延长线",{"$nulls":4},"第       页          共       页"]
["单位工程",null,null,"后视点名称",null,"后视读数"]
["工程部位",null,null,"后视点高程",null,"视线高程"]
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["测量：                       计算：                       复核：                       监理工程师："]

{"sheet":"横断面","index":5,"n_rows":19,"n_cols":17,"rows_kept":19,"merged":[[0,0,0,18],[1,5,1,6],[1,16,1,18],[2,8,3,9],[4,8,5,9],[6,8,7,9],[8,8,9,9],[10,8,11,9],[12,8,13,9],[14,8,15,9],[16,8,17,9],[18,0,18,18]],"flags":["formulas_cached_only"]}
["横断面测量记录表"]
["路线名称：",{"$nulls":6},"测量日期：               年         月        日",{"$nulls":8},"第  页   共  页"]
[{"$nulls":7},"平距","桩  号",null,"平距"]
[{"$nulls":7},"高差",null,null,"高差"]
[null,null,"  "]
{"$rows_empty":13}
["测量：                                     计算：                                     复核：                                     监理工程师："]

{"sheet":"闭合导线","index":6,"n_rows":33,"n_cols":12,"rows_kept":33,"merged":[[0,0,0,11],[2,0,3,0],[2,1,3,1],[2,2,3,2],[2,3,3,3],[2,4,3,4],[2,5,2,6],[2,7,2,8],[2,9,2,10],[2,11,3,11],[4,0,5,0],[4,1,5,1],[4,2,5,2],[4,9,5,9],[4,10,5,10],[4,11,21,11],[5,3,6,3],[5,4,6,4],[5,5,6,5],[5,6,6,6],[5,7,6,7],[5,8,6,8],[6,0,7,0],[6,1,7,1],[6,2,7,2],[6,9,7,9],[6,10,7,10],[7,3,8,3],[7,4,8,4],[7,5,8,5],[7,6,8,6],[7,7,8,7],[7,8,8,8],[8,0,9,0],[8,1,9,1],[8,2,9,2],[8,9,9,9],[8,10,9,10],[9,3,10,3],[9,4,10,4],[9,5,10,5],[9,6,10,6],[9,7,10,7],[9,8,10,8],[10,0,11,0],[10,1,11,1],[10,2,11,2],[10,9,11,9],[10,10,11,10],[11,3,12,3],[11,4,12,4],[11,5,12,5],[11,6,12,6],[11,7,12,7],[11,8,12,8],[12,0,13,0],[12,1,13,1],[12,2,13,2],[12,9,13,9],[12,10,13,10],[13,3,14,3],[13,4,14,4],[13,5,14,5],[13,6,14,6],[13,7,14,7],[13,8,14,8],[14,0,15,0],[14,1,15,1],[14,2,15,2],[14,9,15,9],[14,10,15,10],[15,3,16,3],[15,4,16,4],[15,5,16,5],[15,6,16,6],[15,7,16,7],[15,8,16,8],[16,0,17,0],[16,1,17,1],[16,2,17,2],[16,9,17,9],[16,10,17,10],[17,3,18,3],[17,4,18,4],[17,5,18,5],[17,6,18,6],[17,7,18,7],[17,8,18,8],[18,0,19,0],[18,1,19,1],[18,2,19,2],[18,9,19,9],[18,10,19,10],[19,3,20,3],[19,4,20,4],[19,5,20,5],[19,6,20,6],[19,7,20,7],[19,8,20,8],[20,0,21,0],[20,1,21,1],[20,2,21,2],[20,9,21,9],[20,10,21,10],[22,0,31,0],[22,1,23,6],[22,7,23,10],[22,11,31,11],[24,1,25,6],[24,7,25,10],[26,1,27,6],[26,7,27,10],[28,1,29,6],[28,7,29,10],[30,1,31,6],[30,7,31,10],[32,0,32,11]],"flags":["formulas_cached_only"]}
["闭 合 导 线 计 算 表"]
["丽江旅游文化商城一期市政工程象山东路延长线",{"$nulls":7},"昆明佐助计算机软件工作室"]
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{"$rows_empty":18}
["辅                          助                          计                          算",{"$nulls":6},"∑D ="]
[]
[null,"∑β测 =",{"$nulls":5},"fx ="]
[]
[null,"fβ= ∑β测 - （n-2）×180°=",{"$nulls":5},"fy ="]
[]
[null,"fβ容= ±40″ =",{"$nulls":5},"f =（fx2+fy2）="]
[]
[{"$nulls":7},"K ="]
[]
["测量：                                     计算：                                     复核：                                     监理工程师："]

{"sheet":"附合导线","index":7,"n_rows":34,"n_cols":12,"rows_kept":34,"merged":[[0,0,0,11],[1,0,2,0],[1,1,1,2],[1,3,1,4],[1,5,1,6],[1,7,1,8],[1,10,1,11],[2,10,2,11],[3,0,4,0],[3,1,4,1],[3,2,4,2],[3,3,4,3],[3,4,4,4],[3,5,3,6],[3,7,3,8],[3,9,3,10],[3,11,4,11],[5,0,6,0],[5,1,6,1],[5,2,6,2],[5,9,6,9],[5,10,6,10],[5,11,22,11],[6,3,7,3],[6,4,7,4],[6,5,7,5],[6,6,7,6],[6,7,7,7],[6,8,7,8],[7,0,8,0],[7,1,8,1],[7,2,8,2],[7,9,8,9],[7,10,8,10],[8,3,9,3],[8,4,9,4],[8,5,9,5],[8,6,9,6],[8,7,9,7],[8,8,9,8],[9,0,10,0],[9,1,10,1],[9,2,10,2],[9,9,10,9],[9,10,10,10],[10,3,11,3],[10,4,11,4],[10,5,11,5],[10,6,11,6],[10,7,11,7],[10,8,11,8],[11,0,12,0],[11,1,12,1],[11,2,12,2],[11,9,12,9],[11,10,12,10],[12,3,13,3],[12,4,13,4],[12,5,13,5],[12,6,13,6],[12,7,13,7],[12,8,13,8],[13,0,14,0],[13,1,14,1],[13,2,14,2],[13,9,14,9],[13,10,14,10],[14,3,15,3],[14,4,15,4],[14,5,15,5],[14,6,15,6],[14,7,15,7],[14,8,15,8],[15,0,16,0],[15,1,16,1],[15,2,16,2],[15,9,16,9],[15,10,16,10],[16,3,17,3],[16,4,17,4],[16,5,17,5],[16,6,17,6],[16,7,17,7],[16,8,17,8],[17,0,18,0],[17,1,18,1],[17,2,18,2],[17,9,18,9],[17,10,18,10],[18,3,19,3],[18,4,19,4],[18,5,19,5],[18,6,19,6],[18,7,19,7],[18,8,19,8],[19,0,20,0],[19,1,20,1],[19,2,20,2],[19,9,20,9],[19,10,20,10],[20,3,21,3],[20,4,21,4],[20,5,21,5],[20,6,21,6],[20,7,21,7],[20,8,21,8],[21,0,22,0],[21,1,22,1],[21,2,22,2],[21,9,22,9],[21,10,22,10],[23,0,32,0],[23,1,24,6],[23,7,24,10],[23,11,32,11],[25,1,26,6],[25,7,26,10],[27,1,28,6],[27,7,28,10],[29,1,30,6],[29,7,30,10],[31,1,32,6],[31,7,32,10],[33,0,33,11]],"flags":["formulas_cached_only"]}
["附 合 导 线 计 算 表"]
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[{"$nulls":9},"终止方位角"]
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{"$rows_empty":18}
["辅                          助                          计                          算",{"$nulls":6},"∑D ="]
[]
[null,"∑β右 =",{"$nulls":5},"fx ="]
[]
[null,"fβ= ∑β右 - （n-2）×180°=",{"$nulls":5},"fy ="]
[]
[null,"fβ容= ±40″ =",{"$nulls":5},"f =（fx2+fy2）="]
[]
[{"$nulls":7},"K ="]
[]
["测量：                                     计算：                                     复核：                                     监理工程师："]

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["公路工程动态测量施工放样表"]
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["桩号范围",{"$nulls":5},"测量部位",{"$nulls":5},"竖曲线半径",null,"超高长度"]
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["曲线起始方位角",{"$nulls":11},"变坡点桩号",null,"变坡点高程"]
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[null,"Ls2",{"$nulls":10},"后视读数",null,"视线高程"]
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{"$rows_empty":9}
["计算：                                        测量：                                        复核：                                         监理工程师："]

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["公路工程动态测量施工放样表"]
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["桩号范围",null," 路基平面放样",{"$nulls":3},"测量部位",null,"2004 年 3月 12 日",{"$nulls":3},"竖曲线半径",null,"变坡点桩号"]
["放样交点桩号",null,null,"K7+240.435",null,"交点                                 坐标",25471.3027,null,"曲线半径","总偏角（左转）",null,null,"超高横坡",null,"加宽宽度"]
["曲线起始方位角",null,null,"100°49'48”",null,null,29789.2851,null,1400,"57°31'54”",null,null,"变坡点桩号",null,"变坡点高程"]
["缓和曲                        线长度","Ls1",{"v":180,"d":"180.000"},"置站点",25471.3027,null,"后视点",{"v":26060,"d":"26060.000"},null,"初始方位角",null,"初始距离","后视点名称",null,"后视点高程"]
[null,"Ls2",57.143,"XJⅢ-04",29789.2851,null,"XJⅢ-03",{"v":26712,"d":"26712.000"},null,"280°49'48”",null,3133.089,"后视读数",null,"视线高程"]
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[1,"K6+300",null,"左12.25米",25660.038,null,28867.902,null,"281-34-35",null,940.515]
[2,"K6+300",null,"中",null,null,{"v":28865.6,"d":"28865.600"},null,"280-49-48",null,940.435]
[3,"K6+300",null,"右12.25米",25635.974,null,28863.298,null,"280-05-01",null,940.515]
[null,"K6+400",null,"左12.25米",25641.254,null,28966.114,null,"281-38-55",null,840.532]
[1,"K6+400",null,"中",{"v":25629.22,"d":"25629.220"},null,{"v":28963.82,"d":"28963.820"},null,"280-49-49",null,840.435]
[2,"K6+400",null,"右12.25米",25617.187,null,28961.525,null,"279-59-42",null,840.517]
[3,"K7+000",null,"左12.25米",25628.296,null,29557.294,null,"304-05-14",null,280.119]
[1,"K6+300",null,"左12.25米",25660.038,null,28867.902,null,"281-34-35",null,940.515]
[2,"K6+300",null,"中",null,null,{"v":28865.6,"d":"28865.600"},null,"280-49-48",null,940.435]
[3,"K6+300",null,"右12.25米",25635.974,null,28863.298,null,"280-05-01",null,940.515]
[null,"K6+400",null,"左12.25米",25641.254,null,28966.114,null,"281-38-55",null,840.532]
[1,"K6+400",null,"中",{"v":25629.22,"d":"25629.220"},null,{"v":28963.82,"d":"28963.820"},null,"280-49-49",null,840.435]
[2,"K6+400",null,"右12.25米",25617.187,null,28961.525,null,"279-59-42",null,840.517]
[{"$nulls":3},"中",25616.262,null,29559.582,null,"302-15-17",null,271.619]
[{"$nulls":3},"中",{"v":26032.83,"d":"26032.830"},null,30318.356,null,"43-17-43",null,771.511]
["计算：                                        测量：                                        复核：                                         监理工程师："]