架線弧垂計算表(應力弧垂插值計算)

35kV牙城線#17~#18《導線架線弧垂表/應力弧垂插值計算》,,,,,,,,,,,,,

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耐張段各檔的檔距,1,2,3,4,5,6,7,8,9,10,"按設計要求，降溫15℃。

現(xiàn)場實際溫度：℃",,

,17-18,,,,,,,,,,,,

,201,200,220,,,,,,,,,,

,,,,（直線塔呼高減去絕緣子串長度）,,,小號呼高,大號呼高,小號高程,大號高程,,,

代表檔距（無高差）,208,米,,,,1檔兩塔,15,18,16.4,16.4,,,

設計代表檔距,201,米,,,cosB,2檔兩塔,,,,,,,

1觀測檔檔距,201,米,掛線點高差,-3,0.9998886352,3檔兩塔,,,,,,,

2觀測檔檔距,200,米,掛線點高差,0,1.0000000000,,,,,,,,

3觀測檔檔距,220,米,掛線點高差,0,1.0000000000,溫度（℃）,,20,22,24,26,28,30

,,代表檔距上值,,220,米,上值系數(shù)（m）,,2.4970,2.5526,2.6082,2.6638,2.7194,2.7750

,,代表檔距下值,,200,米,下值系數(shù)（m）,,2.0470,2.0962,2.1454,2.1946,2.2438,2.2930

,,,,,,溫度下每米的系數(shù),,0.0225,0.0228,0.0231,0.0235,0.0238,0.0241

,,,,,,代表檔距的弧垂系數(shù),,2.0695,2.1190,2.1685,2.2181,2.2676,2.3171

,,,,,,1觀測檔弧垂（m）,,2.070,2.120,2.169,2.219,2.268,2.318

,,,,,,2觀測檔弧垂（m）,,2.049,2.098,2.147,2.196,2.245,2.295

,,,,,,3觀測檔弧垂（m）,,2.480,2.539,2.598,2.658,2.717,2.776

35kV牙城線#18+1~#19《導線架線弧垂表/應力弧垂插值計算》,,,,,,,,,,,,,

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耐張段各檔的檔距,1,2,3,4,5,6,7,8,9,10,"按設計要求，已降溫20℃。

現(xiàn)場實際溫度：℃",,

,18+1~19,,,,,,,,,,,,

,231,,,,,,,,,,,,

,,,,（直線塔呼高減去絕緣子串長度）,,,小號呼高,大號呼高,小號高程,大號高程,,,

代表檔距（無高差）,231,米,,,,1檔兩塔,15,12,16.4,55.9,,,

設計代表檔距,227,米,,,cosB,2檔兩塔,,,,,,,

1觀測檔檔距,231,米,掛線點高差,-36.5,0.9877466158,3檔兩塔,,,,,,,

2觀測檔檔距,,米,掛線點高差,0,#DIV/0!,,,,,,,,

3觀測檔檔距,,米,掛線點高差,0,#DIV/0!,溫度（℃）,,20,22,24,26,28,30

,,代表檔距上值,,240,米,上值系數(shù)（m）,,4.78,4.8464,4.9128,4.9792,5.0456,5.112

,,代表檔距下值,,220,米,下值系數(shù)（m）,,3.8770,3.9410,4.0050,4.0690,4.1330,4.1970

,,,,,,溫度下每米的系數(shù),,0.04515,0.04527,0.04539,0.04551,0.04563,0.04575

,,,,,,代表檔距的弧垂系數(shù),,4.1931,4.2579,4.3227,4.3876,4.4524,4.5173

,,,,,,1觀測檔弧垂（m）,,4.398,4.466,4.534,4.602,4.670,4.738

,,,,,,2觀測檔弧垂（m）,,#DIV/0!,#DIV/0!,#DIV/0!,#