架线施工计算（代表档距、包络角、垂直档距、垂直荷载）VIP免费

项目线路总档距2974529745*24713880741301 33.6 8268光缆不考虑17.121477光缆不考虑1410512+75*21066210857 17.51923319676 130.8032档距m长度m拟供货量m实际需要线长（考虑架线弛度吃线）线材外径mmLGJ-630/45导线OPGW-1档距OPGW-2档距JLB30-185地线档距GJ-100地线档距备注2.05760.9720.671.03990.803每米重量（kg/m）N338-承德西站N294-N338N332-承德西站N294-N332塔号塔型 挂点高差转角度数N294SJC61-30301122.52-4.51148.0 0.26 801-297.85 0.36 1139.1 N294+1 SZC62-54541406.49-8.51445.9 0.00 128-51.15 0.38 1351.0 N295SZC61-39391468.64-4.51497.0 0.00 311-61.27 0.19 1489.5 N296SZC65-59591509.27-41558.3 0.00 747-30.80 0.04 1527.0 N297SJC63-29291563.1-31589.1 0.74 49894.68 0.19 1493.5 N298SJC61-36361463.42-51494.4 0.24 534145.69 0.27 1341.0 N299SZC63-51511306.85-31348.7 0.00 19735.76 0.18 1302.0 N300SZC65-69691255.59-5.51313.0 0.00 52656.75 0.11 1252.5 N301SZC63-57571209.69-4.51256.2 0.00 433152.42 0.34 1071.8 N302SJC61-33331076.8-61103.8 0.04 67750.19 0.07 1038.5 N303SZC63-57571008.08-5.51053.6 0.00 43156.96 0.13 996.3 N304SZC62-5454953.77-5996.7 0.00 51843.09 0.08 948.8 N305SZC62-5454911.68-6953.6 0.00 31135.47 0.11 918.0 N306SJC61-3939884.59-5.5918.1 0.21 76191.25 0.12 816.5 N307SZC63-5757781.46-5.5826.8 0.00 451-14.56 0.03 817.8 N308SHJC6-3131813.9-3.5841.4 0°0′0.00 309-29.73 0.10 841.5 N309SZC65-6363817.6-3.5871.1 0.00 39420.61 0.05 846.0 N310SZC61-4242817.14-2.5850.5 0.00 40031.15 0.08 817.5 N311SZC61-4242787.99-4.5819.4 0.00 38012.15 0.03 801.0 N312SZC62-4848769.84-4.5807.2 0.00 59530.56 0.05 761.5 N313SZC62-4242743.63-3776.7 0.00 55827.75 0.05 736.0 N314SZC62-4848707.88-1748.9 0.00 48627.27 0.06 713.8 呼称高m档距 (m)桩顶高程 （m）定位高差 （m）挂点高程高差角（弧度）弧垂最低点高程转角度数（弧度）左14°37′23″右42°7′左13°37′左2°26′右12°12′N315SZC61-4545486683.76-1721.6 27.27 0.06 713.8 0.00 3906.38 0.02 706.0 N316SZC61-4747676.38-2715.3 0.00 39317.96 0.0...