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44路径复测记录表桩号杆塔型式档距/m线路转角塔位高程/m桩位移/m被跨越物(或地形凸起点)备注/复测人塔号设计值实测值偏差值设计值实测值方向位移值名称高程/m与邻近杆塔最近距离杆塔号距离/m135SDJ--153938167°49′右67°36′右左0.00127714--18147147073°37′左73°37′左右0.002跨10KV35KVN002N0033774—24203204—1右0.0014774—242622620左0.001跨房屋,0.4KV,通信线,路N004N0055774—242172170左0.0016774—241791790右0.002跨温棚N006N0077JG2-2-27117118-120°07′右20°07′右左0.0018JG2-2-27200200018°04′左18°00′左右0.001跨35KVN0089774—242312301左0.00210774—212112110右0,00211774—182042031左0.00112774—182392372右0.00113ZM2+32232230左0.00114ZM2+32132121右0.002跨通信线N014N01515ZM2+32212201左0.001监理工程师:专职质检员:施工负责人:检查人:路径复测记录表桩号杆塔型式档距/m线路转角塔位高程/m桩位移/m被跨越物(或地形凸起点)备注/复测人塔号设计值实测值偏差值设计值实测值方向位移值名称高程/m与邻近杆塔最近距离杆塔号距离/m16ZM2+32182180左0.00217ZM2+3234235-1右0,001187712-15214213136°58′右36°58′右左0.00119ZM2+3212213-1右0.00120ZM2+32142140左0.00221774_18213214-1右0.001跨10KVN021N02222ZM2+32202200左0.00223ZM2+32072061右0.00124ZM2+32242240左0.00125ZM2+32032030右0.00126ZM2+32272261左0.00227ZM2+32432430右0.00128774-18171172-1左0.001跨10KV,跨公路N028N029N03029774-18220220右0.00230774-182902900左0.001监理工程师:专职质检员:施工负责人:检查人:路径复测记录表桩号杆塔型式档距/m线路转角塔位高程/m桩位移/m被跨越物(或地形凸起点)备注/复测人塔号设计值实测值偏差值设计值实测值方向位移值名称高程/m与邻近杆塔最近距离杆塔号距离/m317712-15223223047°07左′47°07′左右0.00132ZM2+31831821左0.00233ZM2+3212214-2右0.00234ZM2+32232230左0.00135ZM2+32142140右0.00136ZM2+3212213-1左0.001坎树N03637ZM2+32102100右0.001跨10KVN03738774-182252250左0.00239774-211901900右0.001跨10KVN039N04040774-18194195-1左0.00141774-182452450右0.00242774-181851850左0.001跨10K,坎树,公路,通信线NO42N043N04443ZM2+3193294-1右0.00244ZM2+31421420左0.00145ZM2+32372370右0.002监理工程师:专职质检员:施工负责人:检查人:路径复测记录表桩号杆塔型式档距/m线路转角塔位高程/m桩位移/m被跨越物(或地形凸起点)备注/复测人塔号设计值实测值偏差值设计值实测值方向位移值名称高程/m与邻近杆塔最近距离杆塔号距离/m46774-211821820左0.001跨35KVN046,N04747774-182262251右0.00248ZM2+31941940左0.00249ZM2+32182180右0.00150ZM2+32662651左0.001517712-18160160043°00′左42°58′左右0.001跨省道瓜墩高速N051N052527711-15219218128°07′左28°21′左左0.00153ZM2+3236237-1右0.00254ZM2+32132130左0.00155ZM2+32572570右0.001567714-15225227-279°43′右79°43′右左0.002钻75KVN056,N05757ZM2+324124010°00′左0°00′左右0.00158ZM2+31301300左0.00259ZM2+32772770右0.00160ZM2+3293295-2左0.002监理工程师:专职质检员:施工负责人:检查人:路径复测记录表桩号杆塔型式档距/m线路转角塔位高程/m桩位移/m被跨越物(或地形凸起点)备注/复测人塔号设计值实测值偏差值设计值实测值方向位移值名称高程/m与邻近杆塔最近距离杆塔号距离/m61ZM2+3288289-1右0.00162774-21210212-2左0.00263ZM2+33133121右0.00264ZM22072070左0.00165ZM2+32582580右0.00166774-183503482左0.00167ZM2+31151150右0.00168ZM21561560左0.002697711-152042031右0.00170ZM26870-2左0.00171ZM2+31291290右0.00272ZM2+31841831左0.00173ZM2+3259260-1右0.00274ZM21381371左0.00175ZM2+32232230右0.002监理工程师:专职质检员:施工负责人:检查人:路径复测记录表桩号杆塔型式档距/m线路转角塔位高程/m桩位移/m被跨越物(或地形凸起点)备注/复测人塔号设计值实测值偏差值设计值实测值方向位移值名称高程/m与邻近杆塔最近距离杆塔号距离/m76ZM2136137-1右0.00177ZM2+3180182-2左0.00178ZM2+31291281右0.00279ZM2+31351350左0.00180ZM2+3223224-1右0.00181ZM2+32092090左0.00182ZM2+32342340右0.00183ZM2+3178179-1左0.002847711-1524824809°11′左9°11′左右0.00185ZM2+31281280左0.00186ZM2+32342340右0.00287ZM2+32082080左0.00188ZM2+32272270右0.00289ZM2+3219220-1左0.00190ZM2+32002000右0.002监理工程师:专职质检员:施工负责人:检查人:路径复测记录表桩号杆塔型式档距/m线路转角塔位高程/m桩位移/m被跨越物(或地形凸起点)备注/复测人塔号设计值实测值偏差值设计值实测值方向位移值名称高程/m与邻近杆塔最近距离杆塔号距离/m91ZM2+32202200右0.00292ZM2+32102100左0.00193ZM2+3216217-1右0.00194ZM2+32342340左0.001957711-1519419400°15′左0°15′左右0.00196ZM2+32132130左0.00297ZM2+31961960右0.00198ZM2+32082080左0.00199ZM2+32412401右0.002100ZM2+32212210左0.001101ZM2+3201202-1右0.002102ZM2+32152141左0.001103ZM2+3222223-1右0.002104ZM2+32122120左0.001105ZM2+3207209-2右0.001监理工程师:专职质检员:施工负责人:检查人:路径复测记录表桩号杆塔型式档距/m线路转角塔位高程/m桩位移/m被跨越物(或地形凸起点)备注/复测人塔号设计值实测值偏差值设计值实测值方向位移值名称高程/m与邻近杆塔最近距离杆塔号距离/m106ZM2+3207208-1左0.002107ZM2+32382380右0.0011087712-183940-158°19′左58°19′左左0.001跨35KVN108,N1091097712-18276276058°10′右58°10′右右0.001110ZM2+32242240左0.001111ZM2+32062060右0.002112ZM2+3211212-1左0.001113ZM2+32242240右0.001114ZM2+3202203-1左0.002115ZM2+32212210右0.001116ZM2+32062060左0.002117ZM2+3210212-2右0.001118ZM2+32242240左0.002119ZM2+32022020右0.001120ZM2+3209210-1左0.001监理工程师:专职质检员:施工负责人:检查人:路径复测记录表桩号杆塔型式档距/m线路转角塔位高程/m桩位移/m被跨越物(或地形凸起点)备注/复测人塔号设计值实测值偏差值设计值实测值方向位移值名称高程/m与邻近杆塔最近距离杆塔号距离/m121ZM2+32212210右0.002122ZM2+32062060左0.001123ZM2+32402400右0.0011247711-1524124100°24′右0°24′右左0.001125ZM2+32132130右0.001126ZM2+32182180左0.002127ZM2+32192190右0.001128ZM2+3222223-1左0.001129ZM2+32022020右0.002130ZM2+32242240左0.001131ZM2+32122120右0.002132ZM2+32072070左0.001133ZM2+3222223-1右0.002134ZM2+32222220左0.001135ZM2+3219220-1右0.001监理工程师:专职质检员:施工负责人:检查人:路径复测记录表桩号杆塔型式档距/m线路转角塔位高程/m桩位移/m被跨越物(或地形凸起点)备注/复测人塔号设计值实测值偏差值设计值实测值方向位移值名称高程/m与邻近杆塔最近距离杆塔号距离/m136ZM2+32232230右0.002137ZM2+32202200左0.001138ZM2+32132130右0.001139ZM2+31971970左0.0011407711-152352350右0.001141ZM2+32382380左0.002142ZM2+32102100右0.001143ZM2+32132130左0.001144ZM2+32182180右0.002145ZM2+3195197-2左0.001146ZM2+32182180右0.002147ZM2+32192190左0.001148ZM2+3198199-1右0.002149ZM2+32192180左0.001150ZM2+32022020右0.001监理工程师:专职质检员:施工负责人:检查人:路径复测记录表桩号杆塔型式档距/m线路转角塔位高程/m桩位移/m被跨越物(或地形凸起点)备注/复测人塔号设计值实测值偏差值设计值实测值方向位移值名称高程/m与邻近杆塔最近距离杆塔号距离/m151ZM2+32242240左0.002152ZM2+32092090右0.001153ZM2+32012010左0.001154ZM2+3217218-1右0.001155ZM2+31561560左0.001跨公路,跨通信线N155N156156ZM2+31791790右0.002157ZM2+32232230左0.001158ZM2+3204205-1右0.001159ZM2+32362360左0.0
本文标题:路径复测记录表
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