080527静压管桩程量计算表(螺旋箍)

每个承桩径承台编号台桩数（m）桩头桩头插每根桩头插桩头插插筋承桩头插筋箍筋桩头筋直径筋箍筋钢板台壁厚桩长筋长度直径插筋（mm间距厚度个(mm)（m（m）（mm根数（mm）（mm数））））133310010026186618181.632.138810010033桩头桩顶桩芯十字砼长筋直（m）径管桩长（m）桩头桩芯砼（m3）桩芯砼钢托板（kg）桩头插筋十字筋Ⅱ（kg）桩中切桩头送桩螺旋箍单桩送间接个/桩根长总筋Ⅰ桩长头数/桩尖数（kg）（m）（个（m）数）2.992.8桩顶自然地标高桩深备注坪标高（m（m）(桩型)（m））PHC500-100-28.5A20.3CT-1CT-2230.50.51.51.51414676.2617822.7610.5011443602996.41533.97269977.74277.25299-3.44-0.95-3.25-0.95CT-340.536100186182.13810031.514259215.276343853776.68144388.82.7144-3.15-0.9520.2合计AB管桩长（m）桩头桩芯砼（m3）CDEFGHIJKLMN4842O28.52P1183Q7198R1460S269T743.7UV295WXYB3*D3*F33.14159*(C3/2-E3/1000)^2*M3*B3*D3桩芯砼钢托板（kg）((C3-2*E3/1000)^2*L3*7.85+(M3+0.6*C3+0.1)*3*0.4)*B3*D3桩头插筋十字筋Ⅱ（kg）G3*I3*0.00617*H3^2*B3*D3+C3*2*0.00617*N3^2*B3*D3螺旋箍筋Ⅰ（kg）(CEILING((I3*1000-35*H3)/K3,1)+1)*((K3/1000)^2+(3.14*(C3-2*E3/1000-0.03))^2)^0.5*0.00617*J3^2*B3*D3切桩头个/桩根数/桩尖数B3*D3送桩长总数（m）单桩送桩长（m）桩中间接头（个）桩深（m）((-X3+Y3)+0.5)*B3*D3(-X3+Y3)+0.5B3*D3*(CEILING(F3/13,1)-1)F3-X3+Y3