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kgIOm350300130A87.80.501210W94.584148116325191222593582324AB89.00.66WIO5.674661120433447B89.50.74106.254967122482
11、494C89.90.80WlO7.275371126523576D810.70.94WIO7.715581128611614E8110.99118.095785129646646400350170A8。9.00.51I257104.456474148433248729391512964AB8。9.50.57104.926782150482502B8。9.90.62105.317088152523513C810.70.72116.1175100156611628D8110.76116.4278105158646661E812.61.00128.1590132166848847450400220A
12、89.90.50b4307114.4193104178523303935925493581AB810.70.59125.09100119182611636B8110.62125.36102125183646670C812.60.82136.84118158192848862D8141.01138.2213219020110471044节边长B(InIn)桩身边长B(Un)内心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)混凝匕有效预压应力计算值cc(MP11)桩号开裂弯矩Mcr.k(kNm)桩身受穹承我力设计值M(kNm)机身受剪承觑力设计值V
13、kN)桩身轴心受拉承我力设计值N(kN)桩身轴心受压承载力设计值(未考虑压屈影响)R(kN)按标准组合计算的桩身轴心抗裂拉力NkW(kN)-论量Iom理质kg500450260A1239.00.51,5357124.46131146226649372243996804329AB1239.50.57124.93138160229723753B12。09.90.62125.32143173232785814C12a10.70.72136.12155198238917941D12a110.76136.43160208240969991E12a12.61.00158.1618626225312721
14、270550500310A12a9.50.50,5407134.27172182259723434851397605019AB12i,9.90.53134.61179196262785822B12a10.70.62145.32192226268917951C12a110.65145.591982372709691002D12012.60.86157.1322830228412721288E12a141.06158.5625736129615701559600550350A1639.00.50,5457WM4.32228241305865514060749095876AB16w9.50.5514
15、4.772402663109641007B1609.90.60145.1524928631410471088C16310.70.70155.9326932932212231258D16t,110.74156.2327734532512921324EI6w12.60.97167.9232243834216961698节边长BXmni)桩身边长B(mm)内径D(mn)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)院长1.(m)混凝土有效预压应力计算值t.(MP11)桩身开裂弯矩Mo.k(kNm)桩身受弯承我力设计他M(kNm)桩身受剪承效力设计值V(kN)桩身轴心受拉承载
16、力设计值N(kN)桩身轴心受压承载力设计值(未号虑压屈影响)R(kN)按标准组合计算的桩身轴心抗裂拉力NkW(kN)理论质最kgIOm600550310A16。；9.50.50,5457134.372392653439645656668510126391AB16a9.90.54134.7224828634710471094B16a10.70.63145.4426832935512231266C16。110.67145.7227534535812921333D16812.60.88157.2931843837616961713E169141.08168.753595233922094207365
17、0600400A21,9.00.54,5507154.7230232734810815838690011306640AB239.50.60155.2131936135412051251B2o9.90.66155.6233239235913091352C2a10.70.77166.4636044736815291562I)2o110.81166.7937146937216161643E2012.61.06178.6043259339321202103650600360A209.00.50,5507144.3130332738510816433760311367237AB209.50.55144.
18、7731836139112051258B209.90.60155.1433139239613091360C2a10.70.70155.9235844740615291573D2t,110.74156.2336846940916161656E2312.60.97177.9142859343121202123附录B(资料性)预应力钢棒几何特征及每米理论重量预应力钢棒几何特征及每米理论重量公称直径(nun)基本直径及允许偏差(mm)公称截面积(mm2)每米理论重量(kgm)7.87.950.1548.00.3779.09.250.2064.00.5029.59.750.2071.00.5579.91
19、0.200.2077.00.60410.711.100.2090.00.70711.011.400.2095.00.74512.613.100.20125.00.98114.014.300.25154.01.209注：1.公称宜径指设计采用的直径，按有效面积换电成圆直径，本图集均用公称直径表示.2.基本直径指钢棒的外接圆直径。3.公称截面积指横截面面积等于圆形光面钢棒公称直径的面枳.本图集均按公称截面积计算。附录C（资料性）机械连接接头详图弹簧弹簧套注：1.插杆、连接卡套采用40Cr钢（热处理）。2 .上套筒、下套筒、卡件采用45钢。3 .钢棒直径7.1mm、9.0mm、10.7mm、12.6mm对应d2值分别为8.5mm、10mm、12mm、Mmm。
