人工挖孔桩计算表

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人工挖孔桩计算表

墙体计算式共46页第1页 Da1a2bh1h2方式总长淤泥.流砂数量直径长度[m] 数量直径长度[m]直径间距长度[m] 间距直径间距 --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- 护壁砼 0.000 0.000 0.000 加密区箍筋螺旋箍筋长纵筋短纵筋锚固长度[m] 挖淤泥、流砂编号数量桩顶标高[m] 桩身长度-[m]桩径-[m]入岩扩大头-[m] 0.000m 0.000m 0.000m 加强箍筋 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 桩外径150cm以内孔深15m以内孔深20m以内孔深25m以内 0.000 0.000m 0.000m 0.000m 0.000m 0.000m 孔深25m以内 0.000m 0.000m 0.000m 0.000m 桩外径200cm以内孔深15m以内孔深20m以内孔深25m以内桩外径250cm以内孔深15m以内0.000 0.000 0.000 0.000 0.000 孔深20m以内孔深25m以内桩外径300cm以内孔深15m以内孔深20m以内挖土、外运 0.000 入岩机械施工 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.0000.000 0.000 0.000 0.000 0.000 桩芯砼 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 d2 [m] [m][m] [m] [m] 人工挖孔桩墙体计算式共46页第2页 Da1a2bh1h2方式总长淤泥.流砂数量直径长度[m] 数量直径长度[m]直径间距长度[m] 间距直径间距加密区箍筋螺旋箍筋长纵筋短纵筋锚固长度[m] 编号数量桩顶标高[m] 桩身长度-[m]桩径-[m]入岩扩大头-[m]加强箍筋 --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- 墙体计算式共46页第3页 Da1a2bh1h2方式总长淤泥.流砂数量直径长度[m] 数量直径长度[m]直径间距长度[m] 间距直径间距加密区箍筋螺旋箍筋长纵筋短纵筋锚固长度[m] 编号数量桩顶标高[m] 桩身长度-[m]桩径-[m]入岩扩大头-[m]加强箍筋 --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- 墙体计算式共46页第4页 Da1a2bh1h2方式总长淤泥.流砂数量直径长度[m] 数量直径长度[m]直径间距长度[m] 间距直径间距加密区箍筋螺旋箍筋长纵筋短纵筋锚固长度[m] 编号数量桩顶标高[m] 桩身长度-[m]桩径-[m]入岩扩大头-[m]加强箍筋 --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- 墙体计算式共46页第5页 Da1a2bh1h2方式总长淤泥.流砂数量直径长度[m] 数量直径长度[m]直径间距长度[m] 间距直径间距加密区箍筋螺旋箍筋长纵筋短纵筋锚固长度[m] 编号数量桩顶标高[m] 桩身长度-[m]桩径-[m]入岩扩大头-[m]加强箍筋 --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- 墙体计算式共46页第6页 Da1a2bh1h2方式总长淤泥.流砂数量直径长度[m] 数量直径长度[m]直径间距长度[m] 间距直径间距加密区箍筋螺旋箍筋长纵筋短纵筋锚固长度[m] 编号数量桩顶标高[m] 桩身长度-[m]桩径-[m]入岩扩大头-[m]加强箍筋 --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- 墙体计算式共46页第7页 Da1a2bh1h2方式总长淤泥.流砂数量直径长度[m] 数量直径长度[m]直径间距长度[m] 间距直径间距加密区箍筋螺旋箍筋长纵筋短纵筋锚固长度[m] 编号数量桩顶标高[m] 桩身长度-[m]桩径-[m]入岩扩大头-[m]加强箍筋 --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- 墙体计算式共46页第8页 Da1a2bh1h2方式总长淤泥.流砂数量直径长度[m] 数量直径长度[m]直径间距长度[m] 间距直径间距加密区箍筋螺旋箍筋长纵筋短纵筋锚固长度[m] 编号数量桩顶标高[m] 桩身长度-[m]桩径-[m]入岩扩大头-[m]加强箍筋 --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --

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