PC管桩桩身配筋及相关参数表

PC 管桩桩身配筋及相关参数表规格(代号"外径-壁 厚)型号单节长度L5~(m)主筋数量与直径(mm)螺旋筋 直径 (mm)混凝土有效预压应力乓 (MPa)预应力钢棒分布圆周直径DP(mm)桩身受弯 承载力设 计值[M](kN-m)桩身受剪 承载力设 计值[V] (kN)桩身轴心受拉承载力设计值[N](kN)桩身轴心受压承载力设计值(未考虑压屈影响)[R](kN)按标准组合计算的抗裂弯矩 M k(kN-m)按标准组合计算的抗裂拉力N k <(kN)理论 重量 (kg/m)PC3 (70)A116 如 7.144.14230257620497424214132AB116 如 9.06.35388932630332B12汕 9.08.15489943535431PC4 (95)A127 血 9.044.2930863138381175259399237AB137 血 10.75.858515653669549B1411 血 10.78.6612018484287827C1513 血 10.79.9413419599596958PC5 (1)A141 顷 9.054.834061281955982419115622327AB1511 血 10.76.56170221842136854B1611 血 12.68.7021824911691611148C1714^12.610.6125627114881851417PC5 (125)A1312 血 9.054.524061332306532835121682383AB1412^10.76.16178260918141937B1512 血 12.68.1923129212751681263C1615 血 12.69.8727031715941901537规格(代号"外径-壁 厚)型号单节长度L5~(m)主筋数量与直径(mm)螺旋筋 直径 (mm)混凝土有效预压应力乓 (MPa)预应力钢棒分布圆周直径Dp(mm)桩身受弯 承载力设 计值[M](kN-m)桩身受剪 承载力设 计值[V] (kN)桩身轴心受拉承载力设计值[N](kN)桩身轴心受压承载力设计值(未考虑压屈影响)[R](kN)按标准组合计算的抗裂弯矩 M k(kN-m)按标准组合计算的抗裂拉力N k <(kN)理论 重量 (kg/m)PC6 (110)A1514 血 9.054.585062012567623260187795440AB1614^10.76.2426928910712201092B1814 血 12.68.2934732614882611471C1919 血 12.610.6742636320253101922PC6 (130)A1516 血 9.054.625062212968703695201908499AB1616^10.76.2829733412242361247B1716 血 12.68.35383377172811679C1821 血 12.610.4546141522313282132PC7 (110)A1713 血 10.764.9459031231499539252861033530AB1826 血 9.06.7741935714143391431B2026^10.79.0653840419894071943C2226 血 12.611.8066045327634912580PC7 (130)A1614010.764.68590328355107144813021116605AB172809.06.4344340315233571548B1928^10.78.6357445621424282107C2128 血 12.611.2771051329755162803PC8 (110)A1816 血 10.765.176904463721224459040612...