220ｋＶ石王线（隆阳段）线路改造工程工程导线弧垂表
观测档T25～T26档距361401268405581200342190251252524555375294432130135209303218155高差4.842.1651.0039.009.7020.5045.5918.2112.79-27.7962.7936.217.3030.796.6125.008.00-10.303.0010.0014.00施工应力71.9071.9070.3572.1273.25施工弧垂7.419.154.259.3518.85调整量20℃0.000.000.000.000.00竣工应力71.9071.9070.3572.1273.25竣工弧垂7.419.154.259.3518.85施工应力71.1171.1169.1571.3872.82施工弧垂7.509.254.329.4418.96调整量22℃0.000.000.000.000.00竣工应力71.1171.1169.1571.3872.82竣工弧垂7.509.254.329.4418.96施工应力70.3370.3367.9870.6672.40施工弧垂7.589.354.409.5419.07调整量24℃0.000.000.000.000.00竣工应力70.3370.3367.9870.6672.40竣工弧垂7.589.354.409.5419.07T26～N1N1～N2N2～N3N3～N4N4～N5详见：孤立档架线张力弧垂表69.2470.0569.6369.9971.0071.8071.8270.8471.3838.3438.6541.9270.9169.396.972.123.713.7315.9317.588.015.0210.691.841.934.275.302.800.020.000.000.000.070.050.000.010.010.000.000.000.000.0070.8270.8270.0570.0573.0673.0671.8271.9071.9038.3438.6541.9270.9169.396.812.093.683.7315.4817.288.014.9410.621.841.934.275.302.8068.1668.9868.3568.7170.5271.3171.0170.0570.5937.3937.7341.3469.8667.927.082.153.773.8016.0417.708.105.0710.811.881.984.335.382.860.020.000.000.000.070.050.000.010.010.000.000.000.000.0069.7469.7468.7768.7772.5872.5871.0171.1071.1037.3937.7341.3469.8667.926.922.133.753.8015.5817.408.105.0010.741.881.984.335.382.8667.1267.9467.1167.4770.0570.8470.2169.2869.8136.4936.8640.7868.8366.517.192.183.843.8716.1517.828.195.1310.931.932.034.395.462.930.020.000.000.000.070.050.000.010.010.000.000.000.000.0068.6968.6967.5367.5372.1072.1070.2170.3370.3336.4936.8640.7868.8366.517.032.163.823.8715.6917.518.195.0510.851.932.034.395.462.93N5～N6N6～N7N7～N8N8～N9N9～N10N10～N11N11～N12N12～N13N13～N14N14～N15N15～N16N16～N17N17～N18N18～N19N19～N20详见：孤立档架线张力弧垂表单位：（ 应力：Mpa, 弧垂：m, 调整量：m ）? 导线施工弧垂?竣工弧垂 （弧垂已进行降温补偿，导线降温20度，施工时弧垂值按实际温度取值）2020/9/2第 1 页
220ｋＶ石王线（隆阳段）线路改造工程工程导线弧垂表
观测档档距高差施工应力施工弧垂调整量20℃竣工应力竣工弧垂施工应力施工弧垂调整量22℃竣工应力竣工弧垂施工应力施工弧垂调整量24℃竣工应力竣工弧垂N20～N21N21～N2234647925.79-14.7971.4872.146.8713.010.010.0072.3272.326.7912.9870.8071.456.9413.140.010.0171.6471.646.8513.1070.1370.787.0013.260.010.0170.9770.976.9213.23N22～N23N23～N2438113338.29-8.0970.1071.338.511.020.020.0071.3571.358.361.0269.1670.408.631.030.020.0070.4270.428.471.0368.2569.498.741.040.020.0069.5069.508.591.04N24～N2512016.00详见：孤立档架线张力弧垂表N25～N2628542.8070.644.760.0070.644.7669.514.830.0069.514.8368.414.910.0068.414.91N26～N27N27～N28N28～N2915019324770.3725.80-12.1736.9840.0140.812.753.846.120.020.020.0241.9041.9041.902.433.675.9636.4539.4540.252.793.906.210.020.020.0241.3241.3241.322.463.726.0535.9438.9139.702.833.956.290.020.020.0240.7640.7640.762.493.776.13N29～T3732157.0071.176.010.0071.176.0170.186.100.0070.186.1069.226.180.0069.226.18N14～BN15详见：孤立档架线张力弧垂表BN15～BN16详见：孤立档架线张力弧垂表BN16～N17详见：孤立档架线张力弧垂表单位：（ 应力：Mpa, 弧垂：m, 调整量：m ）? 导线施工弧垂?竣工弧垂 （弧垂已进行降温补偿，导线降温20度，施工时弧垂值按实际温度取值）2020/9/2第 2 页
220ｋＶ石王线（隆阳段）线路改造工程工程导线弧垂表
观测档T25～T26档距361401268405581200342190251252524555375294432130135209303218155高差4.842.1651.0039.009.7020.5045.5918.2112.79-27.7962.7936.217.3030.796.6125.008.00-10.303.0010.0014.00施工应力69.5869.5866.8569.9671.98施工弧垂7.669.454.479.6319.18调整量26℃0.000.000.000.000.00竣工应力69.5869.5866.8569.9671.98竣工弧垂7.669.454.479.6319.18施工应力68.8468.8465.7569.2771.57施工弧垂7.749.554.559.7319.29调整量28℃0.000.000.000.000.00竣工应力68.8468.8465.7569.2771.57竣工弧垂7.749.554.559.7319.29施工应力68.1268.1264.6968.6071.16施工弧垂7.839.664.629.8219.40调整量30℃0.000.000.000.000.00竣工应力68.1268.1264.6968.6071.16竣工弧垂7.839.664.629.8219.40T26～N1N1～N2N2～N3N3～N4N4～N5详见：孤立档架线张力弧垂表66.1166.9365.9066.2769.5870.3769.4468.5269.0535.6436.0340.2467.8465.137.302.223.913.9416.2617.948.285.1911.051.982.074.455.542.990.020.000.000.000.070.050.000.010.010.000.000.000.000.0067.6767.6766.3266.3271.6371.6369.4469.5769.5735.6436.0340.2467.8465.137.132.193.893.9415.7917.628.285.1110.971.982.074.455.542.9965.1265.9564.7365.1169.1269.9168.6867.7868.3134.8235.2439.7166.8763.817.412.253.994.0116.3618.068.385.2411.172.022.124.505.623.050.020.000.000.000.080.050.000.010.010.000.000.000.000.0066.6966.6965.1665.1671.1771.1768.6868.8368.8334.8235.2439.7166.8763.817.242.223.964.0115.8917.748.385.1611.092.022.124.505.623.0564.1764.9963.6063.9968.6669.4667.9467.0667.5934.0534.4939.2165.9362.527.522.284.064.0816.4718.188.475.3011.292.072.164.565.703.110.020.000.000.000.080.060.000.010.010.000.000.000.000.0065.7265.7264.0264.0270.7270.7267.9468.1168.1134.0534.4939.2165.9362.527.342.264.034.0815.9917.858.475.2211.212.072.164.565.703.11N5～N6N6～N7N7～N8N8～N9N9～N10N10～N11N11～N12N12～N13N13～N14N14～N15N15～N16N16～N17N17～N18N18～N19N19～N20详见：孤立档架线张力弧垂表单位：（ 应力：Mpa, 弧垂：m, 调整量：m ）? 导线施工弧垂?竣工弧垂 （弧垂已进行降温补偿，导线降温20度，施工时弧垂值按实际温度取值）2020/9/2第 3 页
220ｋＶ石王线（隆阳段）线路改造工程工程导线弧垂表
观测档档距高差施工应力施工弧垂调整量26℃竣工应力竣工弧垂施工应力施工弧垂调整量28℃竣工应力竣工弧垂施工应力施工弧垂调整量30℃竣工应力竣工弧垂N20～N21N21～N2234647925.79-14.7969.4870.137.0713.390.010.0170.3270.326.9813.3568.8469.497.1313.510.010.0169.6869.687.0513.4768.2168.867.2013.630.010.0169.0669.067.1113.59N22～N23N23～N2438113338.29-8.0967.3668.608.861.060.020.0068.6168.618.701.0666.4967.748.971.070.020.0067.7567.758.811.0765.6566.909.091.080.020.0066.9066.908.921.08N24～N2512016.00详见：孤立档架线张力弧垂表N25～N2628542.8067.354.990.0067.354.9966.325.070.0066.325.0765.325.140.0065.325.14N26～N27N27～N28N28～N2915019324770.3725.80-12.1735.4438.3839.172.874.006.380.020.020.0240.2240.2240.222.533.826.2134.9637.8738.662.914.066.460.020.020.0239.6939.6939.692.563.876.2934.5037.3738.162.954.116.550.030.020.0239.1839.1839.182.593.926.38N29～T3732157.0068.296.270.0068.296.2767.386.350.0067.386.3566.506.440.0066.506.44N14～BN15详见：孤立档架线张力弧垂表33.401.86BN15～BN16详见：孤立档架线张力弧垂表33.962.03BN16～N17详见：孤立档架线张力弧垂表62.132.91单位：（ 应力：Mpa, 弧垂：m, 调整量：m ）? 导线施工弧垂?竣工弧垂 （弧垂已进行降温补偿，导线降温20度，施工时弧垂值按实际温度取值）2020/9/2第 4 页
电力线路工程工程驰度计算YANG
