gb先張法預(yù)應(yīng)力混凝土管樁檢驗數(shù)據(jù)

預(yù)應(yīng)力混凝土管管樁產(chǎn)品標(biāo)準(zhǔn)GB1134766-19999標(biāo)準(zhǔn)圖集03SSG4099管樁分類外徑壁厚（mm）混凝土強度等級管樁長度（m）管樁型號配筋抗裂彎矩檢驗值值Mcr（kN··m）極限彎矩檢驗值值Mu（kN·mm）豎向承載力設(shè)計值Rp（kkN）樁理論重量（kg／m）預(yù)應(yīng)力高強混凝土管樁PHCΦ30070C80≤11A6ΦD7.123341250131AB6ΦD9.02845B8ΦD9.03359C8ΦD10.73876Φ40095C80≤12A10ΦD7.152772250249AB10ΦD9.063104B12ΦD9.075135C12ΦD10.787174Φ500100C80≤15A10ΦD9.0991483150327AB10ΦD10.7121200B13ΦD10.7144258C13ΦD12.6166332Φ500125C80≤15A10ΦD9.00991483700368AB10ΦD10.7121200B13ΦD10.7144258C13ΦD12.6166332Φ600110C80≤15A13ΦD9.01642464250440AB13ΦD10.7201332B17ΦD10.7239430C17ΦD12.6276552預(yù)應(yīng)力混凝土管管樁產(chǎn)品標(biāo)準(zhǔn)GB1134766-19999標(biāo)準(zhǔn)圖集03SSG4099管樁分類外徑壁厚（mm）混凝土強度等級管樁長度（m）管樁型號配筋抗裂彎矩檢驗值值Mcr（kN··m）極限彎矩檢驗值值Mu（kN·mm）豎向承載力設(shè)計值Rp（kkN）樁理論重量（kg／m）高強混凝土管樁PHCΦ600130C80≤15A13ΦD9.001642464800499AB13ΦD10.7201332B17ΦD10.7239430C17ΦD12.6276552預(yù)應(yīng)力混凝土管樁PCΦ30070C60≤11A6ΦD7.12334950131AB6ΦD9.02845B8ΦD9.03359C8ΦD10.73876Φ40095C60≤12A10ΦD7.1152771750249AB10ΦD9.0063104B13ΦD9.0075135C13ΦD10..787174Φ500100C60≤15A10ΦD9.00991482400327AB10ΦD10..7121200B14ΦD10..7144258C14ΦD12..6166332Φ600110C60≤15A13ΦD9.001642463250440AB13ΦD10..7201332B18ΦD10..7239430C18ΦD12..6276552預(yù)應(yīng)力混凝土管管樁產(chǎn)品標(biāo)準(zhǔn)GB1134766-19999標(biāo)準(zhǔn)圖集03SSG4099管樁分類外徑壁厚（mm）混凝土強度等級管樁長度（m）管樁型號配筋抗裂彎矩檢驗值值Mcr（kN··m）極限彎矩檢驗值值Mu（kN·mm）豎向承載力設(shè)計值Rp（kkN）樁理論重量（kg／m）預(yù)應(yīng)力混凝土薄壁管樁PTCΦ30060C60≤9A6ΦD7.11926870117Φ40060C60≤11A7ΦD7.139551230166Φ50070C60≤12A10ΦD7.171