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薬液注入土留壁詳細図db.pref.tottori.jp/HacchuKoukai.nsf...0 1 2 3 4 5 6 7 8 D CM CL CM 19 19 50/0 H28.BP-3(P1橋脚) GH=1.69m dep=8.00m 0 20 40 60 80 100 RQD 0 10 20 30 40

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標準断面図 (1/3)db.pref.tottori.jp/HacchuKoukai.nsf...E. ク ヅ モ カ ン 5 7 左 2 左 3 T. 水 源 地 枝 2 7 L 3 E. ク ヅ モ カ ン 5 7 左 2 左 4 T. 水 源 地 枝

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O N 米子市和田町db.pref.tottori.jp/HacchuKoukai.nsf...R = 1 2 R = 1 2 R = 1 2 R = 6 R= 12 R = 2 1 ( W = 4. 5) R = 1 3 ( W = 5. 5) R = 1 3 (W = 5. 5) R = 1 3 ( W = 5. 5) R = 1

標準断面図db.pref.tottori.jp/HacchuKoukai.nsf...1 8N -40 m3 名 称 規 格 2.626 単位 19.503 コンクリート 数 量 300 5 9 5 0 1: 0. 5 1: 0. 4 2号小口止工 S=1:100

Asdb.pref.tottori.jp/HacchuKoukai.nsf/list1_forweb/5D2C1BB...ブロ ックマ ト(t = 10cm) A 8439 . ⑤ ⑤止杭一本土台 L=776.5m 25 ⑤止杭一本土台 L=231.4m ④プレキャストU型水路(B3.5m×H1.15m)

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標準断面図 (1/3)db.pref.tottori.jp/HacchuKoukai.nsf...E. クヅモカン 5 7 左 2 左 3 T. 水源地枝 2 7 L 3 E. クヅモカン 5 7 左 2 左 4 T. 水源地枝

標準断面図db.pref.tottori.jp/HacchuKoukai.nsf...1 8N -40 m3 名称規格 2.626 単位 19.503 コンクリート数量 300 5 9 5 0 1: 0. 5 1: 0. 4 2号小口止工 S=1:100

Asdb.pref.tottori.jp/HacchuKoukai.nsf/list1_forweb/5D2C1BB...ブロックマト(t = 10cm) A 8439 . ⑤ ⑤止杭一本土台 L=776.5m 25 ⑤止杭一本土台 L=231.4m ④プレキャストU型水路(B3.5m×H1.15m)