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管路更生の設計手法入門 - hinkakukyo.jp

3 . 1.. 40 km . 1 JSWAS K-1 2002 2 . km 5 10 JSWAS K-2 2000 3 .. 12 . 2-2.. 2-2-1.. 2 4 .. 2-2-2.. 2.. 2-1.. 13 . 1 .. 1 . 1 .. 2 2 .. JIS K 7013 5 .. 10,000 .. 50 .. 1,000 .. 50 .. 26 No. 3. 1 JSWAS K-2 2000 3 .. 3 . 1 .. D. t= 2-1 . 2 . 1+. 3( k . 1 q + k 2 p ).. 6 k 1 . k2 . 4 7 . q kN/mm2 . 1 6 P kN/mm2 . kN/mm2 . D (mm).. 1 2 .. D. t= 2-2 . E V. 1+ 3.. 75( K1 q + K 2 p ). 1 K 1 . K 2 . E kN/mm2 . V .. 1 6 .. k1 k1.. 2-2-3.. K1 K1.. 2-2-4. 3 . 3-1.. JSWAS K-1 K-2 . 120 .. 2-2-5. 8 .. JSWAS . 2 . K-1 2002 ASTM F1216-03 9 . No. 3 27.. 9 . ASTM F1216-03 .. 3-2-2.. 1 . 1 .. 2 .. w = p '+ K S 3-1 . R 2 . p . p' ASTM D790 10 . KS . w 3 . R 50 .. 4 .. 3-2 .. k EI. qt = 2 S 3 3-2 5 . r . q t . k s .. AWWA E ' B ' .. E' . B' . EI . r 3-2-3.. 3-3 .. c ' E . ' I. 3-2. qt = 32 Rw B s E L 3. N D. 3-2-1.. 3-3 .. 28 No. 3. 3-3 3-4 q . q = 100.

28 管路更生No.3 3-2-3.更生管厚の算定式 基礎式であるラスチャーの座屈荷重解析式に、浮 力係数、安全率、楕円変形率、更生材の長期曲げ弾

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Transcription of 管路更生の設計手法入門 - hinkakukyo.jp

1 3 . 1.. 40 km . 1 JSWAS K-1 2002 2 . km 5 10 JSWAS K-2 2000 3 .. 12 . 2-2.. 2-2-1.. 2 4 .. 2-2-2.. 2.. 2-1.. 13 . 1 .. 1 . 1 .. 2 2 .. JIS K 7013 5 .. 10,000 .. 50 .. 1,000 .. 50 .. 26 No. 3. 1 JSWAS K-2 2000 3 .. 3 . 1 .. D. t= 2-1 . 2 . 1+. 3( k . 1 q + k 2 p ).. 6 k 1 . k2 . 4 7 . q kN/mm2 . 1 6 P kN/mm2 . kN/mm2 . D (mm).. 1 2 .. D. t= 2-2 . E V. 1+ 3.. 75( K1 q + K 2 p ). 1 K 1 . K 2 . E kN/mm2 . V .. 1 6 .. k1 k1.. 2-2-3.. K1 K1.. 2-2-4. 3 . 3-1.. JSWAS K-1 K-2 . 120 .. 2-2-5. 8 .. JSWAS . 2 . K-1 2002 ASTM F1216-03 9 . No. 3 27.. 9 . ASTM F1216-03 .. 3-2-2.. 1 . 1 .. 2 .. w = p '+ K S 3-1 . R 2 . p . p' ASTM D790 10 . KS . w 3 . R 50 .. 4 .. 3-2 .. k EI. qt = 2 S 3 3-2 5 . r . q t . k s .. AWWA E ' B ' .. E' . B' . EI . r 3-2-3.. 3-3 .. c ' E . ' I. 3-2. qt = 32 Rw B s E L 3. N D. 3-2-1.. 3-3 .. 28 No. 3. 3-3 3-4 q . q = 100.

2 12 D 3 (q t N / C ). 2 . t= 3 3-4 . 32 E L Rw B ' E'. s q = 100. q t . qt = WV RW + WW + PO N . R W . W V N/mm2 RW = 1 ( H WL / H ). W W N/mm2 B ' . PO N/mm2 . B ' = 1 /(1 + 4e H ). H mm . PO = H WL. E 'S . HWL mm E L N/mm2 . C I . 2 3 I = t 3 / 12. q q C = 1 / 1+ D mm . 100 100.. 13 6 . JSWAS K-1 . 14 . JSWAS K-2 12 . 2 2007 4 . JIS K 7013 1997 . 2006 3 . 2002 2002 . 10 3 . ASTM F1216-03 . ASTM American Society for Testing and Materials F1216 Standard Practice for Rehabilitation of Existing Pipelines and Conduits by The Inversion and Curing of a Resin-Impregnated Tube 10 ASTM D790 . D790 Test Methods for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials . EX . FFT .. No. 3 29.


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