擁壁カルバート側溝道路貯水槽水路河川・港湾環境その他005051052011HSBBTSRG 4F2F1Hー650650650650650650800800800800800800800800H5008001000125015001750200022502500275030003250350037504000PRECASTCONCRETEPRODUCTS福 岡熊 本佐 賀長 崎大 分宮 崎鹿児島沖 縄400110290210190【側面図】呼び名B1LP-1250150100150150300400100250100250100250100250LP-1130012001150120012501400150016501800195021002250240025502700q=10kN/㎡φ=30°γ=19kN/㎥μ＝0.6P=30kNF1【正面図】【背面図】F2F3F4（単位：㎜）170リブまでの長さTF3B1F12902902902901701701702102102502502902903403401701701701701701701702102102502502902903403401501501501501501501502002002002002002002002001501501501501501501503003003003003003003003005050505050505015015015015015015015015050505050505050150150150150150150150150400400400400400400400400400400400400400444444ガードレール設置孔水抜き孔φ75（H1250以上は2段）400505050505050501501501501501501501281281998GRφ200カップジョイントHTB F10T M16φ150必要地耐力（kN/㎡）常時衝突荷重時LP-12030395063738595104114123133142151161参考重量（kg）LP-1106012551400163017802030225028803120353037904230449050405310H1最低連結延長（m）888666444442222LP-1314658688084939910511312012813614415254■設計条件■上載荷重■土のせん断抵抗角■土の単位体積重量■摩擦係数■衝突荷重■寸法図■寸法表（Ｂ・Ｃ種）プロテクトウォールLP（B・C種）
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