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1、附录A(资料性)异形空心方桩桩身配筋及力学性能参数表A.1异形空心方桩桩身配筋及力学性能可按表A.l表A.2取值。表A.1异形空心方桩(C80)桩身配筋及力学性能参数表节边长B(11un)桩身边长B(mm)内径D(m11)型号预应力钢筋配筋配筋率(%)旋筋格螺箍规预应力钢杯分布边长BP(nun)桩长1.(m)混凝土有效预压应力计算值Oce(MP.)桩身开裂弯矩Mr,k(kNm)桩身受弯承载力设计值M(kNm)桩身受剪承我力设计值V(kN)桩身轴心受拉承载力设计值N(kN)桩身轴心受压承我力设计值(未考虑压屈影响)R(kN)按标准组合计算的桩身轴心抗裂拉力NkW(k)理论质量kgIOm35030
2、0130A87.80.50b421094.5837471003251515-17903592324AB8。9.00.66105.654261105433446B8。9.50.74106.234566107482493C8。9.90.80107.274971Ill523577D810.70.94107.685181112611613E8110.99118.065384114646644400350170A89.00.51b4257104.445874128433197123294532964AB89.50.57104.916181131482502B89.90.62105.29648713252
3、3542C810.70.72116.0969100136611627D8110.76116.4072105138646659E812.61.00128.1284131146848845450400220A89.90.50I307114.4084!04154523240928475493581AB810.70.59125.0891119158611635B8110.62125.3494125160646669C812.60.82136.82109158169848860D811141.01138.1912418917710471042节边长BT(Inm)桩身边长B(mm)内任D(mn)型号预应力
4、钢筋配筋配筋率(%)旋筋格螺箍规预应力钢棒分布边长BP(mm)桩长1.(m)混凝土有效预压应力计算值co(MP.)桩身开裂鸾矩Mo.k(kNm)桩身受穹承我力设计值M(kNm)桩身受剪承栽力设计值V(kN)桩身轴心受拉承我力设计位N(kN)桩身轴心受压承魏力设计值(未考虑压屈影响)R(kN)按标准组合计算的班身轴心抗裂拉力NkW(kN)理论质量kgIOm500450260A12a9.00.51,5357124.45119145197649295034866804329AB12。09.50.57124.92126160200723753B12a9.90.62125.301311722037858
5、13C12n10.70.72W136.10143197209917940D12。：,U0.76136.41148207211969989E12。；12.61.00158.1317326122412721267550500310A12t,9.50.50,5407134.26156182226723344640727595019AB1239.90.53134.60163196229785821B12a10.70.62145.30176225235917950C128110.65145.581822372379691000D12a12.60.86157.1121230125012721285E12。
6、141.06158.5324036026215701555600550350A16u9.00.50,5457144.31207240266865407348149085876AB16。09.50.55WM4.762182652709641006B1609.90.60145.1422828527410471087C16a10.70.70155.9124832828212231256D16w110.74156.2125634428512921322E16u12.60.97167.8930043630216961695节边长BT(Inm)桩身边长B(nun)内任D(mm)型号预应力钢筋配筋配筋率(%
7、)旋筋格螺箍规预应力钢棒分布边长BP(nun)桩长1.(m)混凝上有效预压应力计算值Occ(MP.)桩身开裂鸾矩Mo.k(kNm)桩身受评承我力设计值M(kNm)桩身受剪承我力设计值V(kN)桩身轴心受拉承效力设计值N(kN)桩身轴心受压承戮力设计值(未考虑压屈影响)R(kN)按标准组合计算的桩身轴心抗裂拉力NkW(kN)理论质量kgIOm600550310A1609.50.50,5457134.3621726529896444835298IOH6394AB16。09.90.54134.7022628530210471093B16310.70.63145.4224532831012231265
8、C16a110.67145.7025334431312921331I)16312.60.88157.2629643633016961710E16。；M1.08168.7133652134720942068650600400A2p9.00.54,5507154.7127632630410814627546811296640AB20。9.50.60155.2029236030912051250B2a9.90.66155.6030539131413091350C2010.70.77166.4433344632415291559D2a110.81166.7734346832716161640E2312
9、.61.06178.5740459134821202098650600360A2u9.00.50,5507144.3027532633410815098602511357237AB2u9.50.55WM4.7629036034012051257B209.90.60155.1330339134513091358C2a10.70.70155.9133044635515291570D2aIl0.74156.2134046835816161653E2y12.60.97177.8839959138021202119表A.2异形空心方桩(C105)桩身配筋及力学性能参数表节边长BT(Inm)桩身边长B(m
10、m)内任D(mm)型号预应力钢筋配筋配筋率(%)旋筋格螺箍规预应力钢棒分布边长BP(mm)桩长1.(m)混凝土有效预压应力计算值co(MP.)桩身开裂鸾矩Mo.k(kNm)桩身受穹承我力设计值M(kNm)桩身受剪承栽力设计值V(kN)桩身轴心受拉承我力设计位N(kN)桩身轴心受压承魏力设计值(未考虑压屈影响)R(kN)按标准组合计算的班身轴心抗裂拉力NkW(kN)理论质量kgIOm350300130A87.80.501210W94.584148116325191222593582324AB89.00.66WIO5.674661120433447B89.50.74106.254967122482494C89.90.80WlO7.275371126523576D810.70.94WIO7.715581128611614E8110.99118.095785129646646400350170A8。9.00.51I257104.456474148433248729391512964AB8。9.50.57104.926782150482502B8。9.90.62105.317088152523513C810.70.72
