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人工挖孔樁工程量計算表,,,,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,,,,,
工程名稱：津發(fā)小區(qū)住宅樓樁基工程（二標(biāo)段）7#樓第1頁,,,,,,,,,,,,,,,,,,,,,,,,,,,
樁編號,樁號,設(shè)計樁頂標(biāo)高(m),室外地坪標(biāo)高(m),樁尺寸,,,護(hù)壁厚度,,樁端擴(kuò)大頭尺寸,,,,,鋼筋籠配置,,,,,,,,土方(m3),樁芯砼(m3),人工鑿?fù)诳讟蹲o(hù)壁(m3),鋼筋籠(kg),,
,,,,樁芯直徑D(m),樁凈長H(m),樁端入持力層深度H2m,a1(m),a2(m),樁直徑D0(m),擴(kuò)大頭直徑每邊大于樁芯直徑部分a(m),圓柱高h(yuǎn)1(m),圓臺高h(yuǎn)2(m),球臺高h(yuǎn)3(m),長縱筋,,L1(m),加勁筋,,螺旋筋,,LN(m),,,,主筋及箍筋,螺旋筋,小計
,,,,,,,,,,,,,,根數(shù),直徑(mm),,直徑(mm),間距(m),直徑(mm),間距(m),,,,,,,
WD2,1,-3.25,1.2,0.8,9.7,0.5,0.075,0.075,1.6,0.4,0.2,0.8,0.2,12,14,6,14,2,8,0.2,1.5,9.98,8.78,2.64,88,103,191
WD2,2,-3.25,1.2,0.8,9.7,0.5,0.075,0.075,1.6,0.4,0.2,0.8,0.2,12,14,6,14,2,8,0.2,1.5,9.98,8.78,2.64,88,103,191
WD2,5,-3.25,1.2,0.8,9.7,0.5,0.075,0.075,1.6,0.4,0.2,0.8,0.2,12,14,6,14,2,8,0.2,1.5,9.98,8.78,2.64,88,103,191
WD2,6,-3.25,1.2,0.8,9.7,0.5,0.075,0.075,1.6,0.4,0.2,0.8,0.2,12,14,6,14,2,8,0.2,1.5,9.98,8.78,2.64,88,103,191
WD2,7,-2.35,1.2,0.8,9.7,0.5,0.075,0.075,1.6,0.4,0.2,0.8,0.2,12,14,6,14,2,8,0.2,1.5,9.98,8.78,2.64,88,103,191
WD2,4,-2.35,1.2,0.8,9.7,0.5,0.075,0.075,1.6,0.4,0.2,0.8,0.2,12,14,6,14,2,8,0.2,1.5,9.98,8.78,2.64,88,103,191
WD11,3,-2.35,1.2,0.8,9.7,0.5,0.075,0.075,1.1,0.15,0.2,0.3,0.2,12,14,6,14,2,8,0.2,1.5,8.94,7.74,2.64,88,103,191
WD3,8,-2.35,1.2,0.8,9.7,0.5,0.075,0.075,2,0.6,0.2,1.2,0.2,12,14,6,14,2,8,0.2,1.5,11.35,10.14,2.64,88,103,191
WD1,9,-3.05,1.2,0.8,9.7,0.5,0.075,0.075,1.6,0.4,0.2,0.8,0.2,12,14,6,14,2,8,0.2,1.5,9.98,8.78,2.64,88,103,191
WD1,10,-3.05,1.2,0.8,9.7,0.5,0.075,0.075,1.6,0.4,0.2,0.8,0.2,12,14,6,14,2,8,0.2,1.5,9.98,8.78,2.64,88,103,191
WD1,11,-3.25,1.2,0.8,9.7,0.5,0.075,0.075,1.6,0.4,0.2,0.8,0.2,12,14,6,14,2,8,0.2,1.5,9.98,8.78,2.64,88,103,191
WD1,12,-3.25,1.2,0.8,9.7,0.5,0.075,0.075,1.6,0.4,0.2,0.8,0.2,12,14,6,14,2,8,0.2,1.5,9.98,8.78,2.64,88,103,191
WD1,13,-3.25,1.2,0.8,9.7,0.5,0.075,0.075,1.6,0.4,0.2,0.8,0.2,12,14,6,14,2,8,0.2,1.5,9.98,8.78,2.64,88,103,191
Wd4,14,-3.35,1.2,0.9,9.7,0.5,0.075,0.075,2.2,0.65,0.2,1.3,0.2,14,14,6,14,2,8,0.2,1.5,14.21,12.72,2.92,103,103,206
WD4,15,-3.35,1.2,0.9,9.7,0.5,0.075,0.075,2.2,0.65,0.2,1.3,0.2,14,14,6,14,2,8,0.2,1.5,14.21,12.72,2.92,103,103,206
WD4,16,-2.35,1.2,0.9,9.7,0.5,0.075,0.075,2.2,0.65,0.2,1.3,0.2,14,14,6,14,2,8,0.2,1.5,14.21,12.72,2.92,103,103,206
WD3,17,-2.35,1.2,0.8,9.7,0.5,0.075,0.075,2,0.6,0.2,1.2,0.2,12,14,6,14,2,8,0.2,1.5,11.35,10.14,2.64,88,103,191
WD3,18,-2.35,1.2,0.8,9.7,0.5,0.075,0.075,2,0.6,0.2,1.2,0.2,12,14,6,14,2,8,0.2,1.5,11.35,10.14,2.64,88,103,191
Wd5,19,-3.65,1.2,1,9.7,0.5,0.075,0.075,2.4,0.7,0.2,1.4,0.2,16,14,6,14,2,8,0.2,1.5,17.45,15.63,3.19,118,103,221
Wd5,20,-3.65,1.2,1,9.7,0.5,0.075,0.075,2.4,0.7,0.2,1.4,0.2,16,14,6,14,2,8,0.2,1.5,17.45,15.63,3.19,118,103,221
小計,,,,,,,,,,,,,,,,,,,,,,230.35,204.14,54.70,1864,2062,3926
,,,,,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,,,,,
人工挖孔樁工程量計算表,,,,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,,,,,
工程名稱：津發(fā)小區(qū)住宅樓樁基工程（二標(biāo)段）7#樓第2頁,,,,,,,,,,,,,,,,,,,,,,,,,,,
樁編號,樁號,設(shè)計樁頂標(biāo)高(m),室外地坪標(biāo)高(m),樁尺寸,,,護(hù)壁厚度,,樁端擴(kuò)大頭尺寸,,,,,鋼筋籠配置,,,,,,,,土方(m3),樁芯砼(m3),人工鑿?fù)诳讟蹲o(hù)壁(m3),鋼筋籠(kg),,
,,,,樁芯直徑D(m),樁凈長H(m),樁端入持力層深度H2m,a1(m),a2(m),樁直徑D0(m),擴(kuò)大頭直徑每邊大于樁芯直徑部分a(m),圓柱高h(yuǎn)1(m),圓臺高h(yuǎn)2(m),球臺高h(yuǎn)3(m),長縱筋,,L1(m),加勁筋,,螺旋筋,,LN(m),,,,主筋及箍筋,螺旋筋,小計
,,,,,,,,,,,,,,根數(shù),直徑(mm),,直徑(mm),間距(m),直徑(mm),間距(m),,,,,,,
WD3,21,-2.35,1.2,0.8,9.7,0.5,0.075,0.075,2,0.6,0.2,1.2,0.2,12,14,6,14,2,8,0.2,1.5,11.35,10.14,2.64,88,103,191
WD4,22,-3.35,1.2,0.9,9.7,0.5,0.075,0.075,2.2,0.65,0.2,1.3,0.2,14,14,6,14,2,8,0.2,1.5,14.21,12.72,2.92,103,103,206
WD4,23,-3.35,1.2,0.9,9.7,0.5,0.075,0.075,2.2,0.65,0.2,1.3,0.2,14,14,6,14,2,8,0.2,1.5,14.21,12.72,2.92,103,103,206
WD4,24,-2.35,1.2,0.9,9.7,0.5,0.075,0.075,2.2,0.65,0.2,1.3,0.2,14,14,6,14,2,8,0.2,1.5,14.21,12.72,2.92,103,103,206
WD5,25,-3.65,1.2,1,9.7,0.5,0.075,0.075,2.4,0.7,0.2,1.4,0.2,16,14,6,14,2,8,0.2,1.5,17.45,15.63,3.19,118,103,221
WD5,26,-3.65,1.2,1,9.7,0.5,0.075,0.075,2.4,0.7,0.2,1.4,0.2,16,14,6,14,2,8,0.2,1.5,17.45,15.63,3.19,118,103,221
WD1,27,-3.05,1.2,0.8,9.7,0.5,0.075,0.075,1.6,0.4,0.2,0.8,0.2,12,14,6,14,2,8,0.2,1.5,9.98,8.78,2.64,88,103,191
WD1,28,-3.05,1.2,0.8,9.7,0.5,0.075,0.075,1.6,0.4,0.2,0.8,0.2,12,14,6,14,2,8,0.2,1.5,9.98,8.78,2.64,88,103,191
WD4,29,-2.35,1.2,0.9,9.7,0.5,0.075,0.075,2.2,0.65,0.2,1.3,0.2,14,14,6,14,2,8,0.2,1.5,14.21,12.72,2.92,103,103,206
WD4,30,-2.35,1.2,0.9,9.7,0.5,0.075,0.075,2.2,0.65,0.2,1.3,0.2,14,14,6,14,2,8,0.2,1.5,14.21,12.72,2.92,103,103,206
WD4,31,-3.35,1.2,0.9,9.7,0.5,0.075,0.075,2.2,0.65,0.2,1.3,0.2,14,14,6,14,2,8,0.2,1.5,14.21,12.72,2.92,103,103,206
WD4,32,-3.35,1.2,0.9,9.7,0.5,0.075,0.075,2.2,0.65,0.2,1.3,0.2,14,14,6,14,2,8,0.2,1.5,14.21,12.72,2.92,103,103,206
WD4,33,-2.35,1.2,0.9,9.7,0.5,0.075,0.075,2.2,0.65,0.2,1.3,0.2,14,14,6,14,2,8,0.2,1.5,14.21,12.72,2.92,103,103,206
WD3,34,-2.35,1.2,0.8,9.7,0.5,0.075,0.075,2,0.6,0.2,1.2,0.2,12,14,6,14,2,8,0.2,1.5,11.35,10.14,2.64,88,103,191
WD4,35,-3.05,1.2,0.9,9.7,0.5,0.075,0.075,2.2,0.65,0.2,1.3,0.2,14,14,6,14,2,8,0.2,1.5,14.21,12.72,2.92,103,103,206
WD4,36,-3.05,1.2,0.9,9.7,0.5,0.075,0.075,2.2,0.65,0.2,1.3,0.2,14,14,6,14,2,8,0.2,1.5,14.21,12.72,2.92,103,103,206
WD4,37,-3.25,1.2,0.9,9.7,0.5,0.075,0.075,2.2,0.65,0.2,1.3,0.2,14,14,6,14,2,8,0.2,1.5,14.21,12.72,2.92,103,103,206
WD4,38,-3.25,1.2,0.9,9.7,0.5,0.075,0.075,2.2,0.65,0.2,1.3,0.2,14,14,6,14,2,8,0.2,1.5,14.21,12.72,2.92,103,103,206
WD4,39,-3.25,1.2,0.9,9.7,0.5,0.075,0.075,2.2,0.65,0.2,1.3,0.2,14,14,6,14,2,8,0.2,1.5,14.21,12.72,2.92,103,103,206
WD1,40,-3.05,1.2,0.8,9.7,0.5,0.075,0.075,1.6,0.4,0.2,0.8,0.2,12,14,6,14,2,8,0.2,1.5,9.98,8.78,2.64,88,103,191
小計,,,,,,,,,,,,,,,,,,,,,,272.33,243.21,57.48,2012,2062,4074
人工挖孔樁工程量計算表,,,,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,,,,,
工程名稱：津發(fā)小區(qū)住宅樓樁基工程（二標(biāo)段）7#樓第3頁,,,,,,,,,,,,,,,,,,,,,,,,,,,
樁編號,樁號,設(shè)計樁頂標(biāo)高(m),室外地坪標(biāo)高(m),樁尺寸,,,護(hù)壁厚度,,樁端擴(kuò)大頭尺寸,,,,,鋼筋籠配置,,,,,,,,土方(m3),樁芯砼(m3),人工鑿?fù)诳讟蹲o(hù)壁(m3),鋼筋籠(kg),,
,,,,樁芯直徑D(m),樁凈長H(m),樁端入持力層深度H2m,a1(m),a2(m),樁直徑D0(m),擴(kuò)大頭直徑每邊大于樁芯直徑部分a(m),圓柱高h(yuǎn)1(m),圓臺高h(yuǎn)2(m),球臺高h(yuǎn)3(m),長縱筋,,L1(m),加勁筋,,螺旋筋,,LN(m),,,,主筋及箍筋,螺旋筋,小計
,,,,,,,,,,,,,,根數(shù),直徑(mm),,直徑(mm),間距(m),直徑(mm),間距(m),,,,,,,
WD1,41,-3.05,1.2,0.8,9.7,0.5,0.075,0.075,1.6,0.4,0.2,0.8,0.2,12,14,6,14,2,8,0.2,1.5,9.98,8.78,2.64,88,103,191
WD1,42,-3.05,1.2,0.8,9.7,0.5,0.075,0.075,1.6,0.4,0.2,0.8,0.2,12,14,6,14,2,8,0.2,1.5,9.98,8.78,2.64,88,103,191
WD1,43,-3.05,1.2,0.8,9.7,0.5,0.075,0.075,1.6,0.4,0.2,0.8,0.2,12,14,6,14,2,8,0.2,1.5,9.98,8.78,2.64,88,103,191
WD2,44,-2.35,1.2,0.8,9.7,0.5,0.075,0.075,1.8,0.5,0.2,1,0.2,12,14,6,14,2,8,0.2,1.5,10.60,9.39,2.64,88,103,191
WD4,45,-3.35,1.2,0.9,9.7,0.5,0.075,0.075,2.2,0.65,0.2,1.3,0.2,14,14,6,14,2,8,0.2,1.5,14.21,12.72,2.92,103,103,206
WD4,46,-3.35,1.2,0.9,9.7,0.5,0.075,0.075,2.2,0.65,0.2,1.3,0.2,14,14,6,14,2,8,0.2,1.5,14.21,12.72,2.92,103,103,206
WD3,47,-2.35,1.2,0.8,9.7,0.5,0.075,0.075,2,0.6,0.2,1.2,0.2,12,14,6,14,2,8,0.2,1.5,11.35,10.14,2.64,88,103,191
WD4,48,-2.35,1.2,0.9,9.7,0.5,0.075,0.075,2.2,0.65,0.2,1.3,0.2,14,14,6,14,2,8,0.2,1.5,14.21,12.72,2.92,103,103,206
WD4,49,-2.35,1.2,0.9,9.7,0.5,0.075,0.075,2.2,0.65,0.2,1.3,0.2,14,14,6,14,2,8,0.2,1.5,14.21,12.72,2.92,103,103,206
WD4,50,-2.35,1.2,0.9,9.7,0.5,0.075,0.075,2.2,0.65,0.2,1.3,0.2,14,14,6,14,2,8,0.2,1.5,14.21,12.72,2.92,103,103,206
WD2,51,-3.25,1.2,0.8,9.7,0.5,0.075,0.075,1.8,0.5,0.2,1,0.2,12,14,6,14,2,8,0.2,1.5,10.60,9.39,2.64,88,103,191
WD2,52,-3.25,1.2,0.8,9.7,0.5,0.075,0.075,1.8,0.5,0.2,1,0.2,12,14,6,14,2,8,0.2,1.5,10.60,9.39,2.64,88,103,191
WD2,53,-3.25,1.2,0.8,9.7,0.5,0.075,0.075,1.8,0.5,0.2,1,0.2,12,14,6,14,2,8,0.2,1.5,10.60,9.39,2.64,88,103,191
WD2,54,-3.25,1.2,0.8,9.7,0.5,0.075,0.075,1.8,0.5,0.2,1,0.2,12,14,6,14,2,8,0.2,1.5,10.60,9.39,2.64,88,103,191
WD3,55,-2.35,1.2,0.8,9.7,0.5,0.075,0.075,2,0.6,0.2,1.2,0.2,12,14,6,14,2,8,0.2,1.5,11.35,10.14,2.64,88,103,191
WD3,56,-2.35,1.2,0.8,9.7,0.5,0.075,0.075,2,0.6,0.2,1.2,0.2,12,14,6,14,2,8,0.2,1.5,11.35,10.14,2.64,88,103,191
WD5,57,-3.65,1.2,1,9.7,0.5,0.075,0.075,2.4,0.7,0.2,1.4,0.2,16,14,6,14,2,8,0.2,1.5,17.45,15.63,3.19,118,103,221
WD5,58,-3.65,1.2,1,9.7,0.5,0.075,0.075,2.4,0.7,0.2,1.4,0.2,16,14,6,14,2,8,0.2,1.5,17.45,15.63,3.19,118,103,221
WD5,59,-3.65,1.2,1,9.7,0.5,0.075,0.075,2.4,0.7,0.2,1.4,0.2,16,14,6,14,2,8,0.2,1.5,17.45,15.63,3.19,118,103,221
WD5,60,-3.65,1.2,1,9.7,0.5,0.075,0.075,2.4,0.7,0.2,1.4,0.2,16,14,6,14,2,8,0.2,1.5,17.45,15.63,3.19,118,103,221
小計,,,,,,,,,,,,,,,,,,,,,,257.85,229.83,56.37,1953,2062,4015
人工挖孔樁工程量計算表,,,,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,,,,,
工程名稱：津發(fā)小區(qū)住宅樓樁基工程（二標(biāo)段）7#樓第4頁,,,,,,,,,,,,,,,,,,,,,,,,,,,
樁編號,樁號,設(shè)計樁頂標(biāo)高(m),室外地坪標(biāo)高(m),樁尺寸,,,護(hù)壁厚度,,樁端擴(kuò)大頭尺寸,,,,,鋼筋籠配置,,,,,,,,土方(m3),樁芯砼(m3),人工鑿?fù)诳讟蹲o(hù)壁(m3),鋼筋籠(kg),,
,,,,樁芯直徑D(m),樁凈長H(m),樁端入持力層深度H2m,a1(m),a2(m),樁直徑D0(m),擴(kuò)大頭直徑每邊大于樁芯直徑部分a(m),圓柱高h(yuǎn)1(m),圓臺高h(yuǎn)2(m),球臺高h(yuǎn)3(m),長縱筋,,L1(m),加勁筋,,螺旋筋,,LN(m),,,,主筋及箍筋,螺旋筋,小計
,,,,,,,,,,,,,,根數(shù),直徑(mm),,直徑(mm),間距(m),直徑(mm),間距(m),,,,,,,
WD4,61,-3.35,1.2,0.9,9.7,0.5,0.075,0.075,2.2,0.65,0.2,1.3,0.2,14,14,6,14,2,8,0.2,1.5,14.21,12.72,2.92,103,103,206
WD4,62,-3.35,1.2,0.9,9.7,0.5,0.075,0.075,2.2,0.65,0.2,1.3,0.2,14,14,6,14,2,8,0.2,1.5,14.21,12.72,2.92,103,103,206
WD5,63,-2.35,1.2,1,9.7,0.5,0.075,0.075,2.4,2.7,0.2,5.4,0.2,16,14,6,14,2,8,0.2,1.5,27.04,25.22,3.19,118,103,221
WD4,64,-2.35,1.2,0.9,9.7,0.5,0.075,0.075,2.2,0.65,0.2,1.3,0.2,14,14,6,14,2,8,0.2,1.5,14.21,12.72,2.92,103,103,206
WD4,65,-2.35,1.2,0.9,9.7,0.5,0.075,0.075,2.2,0.65,0.2,1.3,0.2,14,14,6,14,2,8,0.2,1.5,14.21,12.72,2.92,103,103,206
WD4,66,-3.35,1.2,0.9,9.7,0.5,0.075,0.075,2.2,0.65,0.2,1.3,0.2,14,14,6,14,2,8,0.2,1.5,14.21,12.72,2.92,103,103,206
WD4,67,-3.35,1.2,0.9,9.7,0.5,0.075,0.075,2.2,0.65,0.2,1.3,0.2,14,14,6,14,2,8,0.2,1.5,14.21,12.72,2.92,103,103,206
Wd3,68,-2.35,1.2,0.8,9.7,0.5,0.075,0.075,2,0.6,0.2,1.2,0.2,12,14,6,14,2,8,0.2,1.5,11.35,10.14,2.64,88,103,191
WD2,69,-2.35,1.2,0.8,9.7,0.5,0.075,0.075,1.8,0.5,0.2,1,0.2,12,14,6,14,2,8,0.2,1.5,10.60,9.39,2.64,88,103,191
WD11,70,-2.35,1.2,0.8,9.7,0.5,0.075,0.075,1.1,0.15,0.2,0.3,0.2,14,14,6,14,2,8,0.2,1.5,8.94,7.74,2.64,103,103,206
WD2,71,-2.35,1.2,0.8,9.7,0.5,0.075,0.075,1.8,0.5,0.2,1,0.2,14,14,6,14,2,8,0.2,1.5,10.60,9.39,2.64,103,103,206
WD4,72,-3.25,1.2,0.9,9.7,0.5,0.075,0.075,2.2,0.65,0.2,1.3,0.2,14,14,6,14,2,8,0.2,1.5,14.21,12.72,2.92,103,103,206
WD4,73,-3.25,1.2,0.9,9.7,0.5,0.075,0.075,2.2,0.65,0.2,1.3,0.2,14,14,6,14,2,8,0.2,1.5,14.21,12.72,2.92,103,103,206
WD2,74,-2.35,1.2,0.8,9.7,0.5,0.075,0.075,1.8,0.5,0.2,1,0.2,12,14,6,14,2,8,0.2,1.5,10.60,9.39,2.64,88,103,191
WD4,75,-3.25,1.2,0.9,9.7,0.5,0.075,0.075,2.2,0.65,0.2,1.3,0.2,14,14,6,14,2,8,0.2,1.5,14.21,12.72,2.92,103,103,206
WD4,76,-3.05,1.2,0.9,9.7,0.5,0.075,0.075,2.2,0.65,0.2,1.3,0.2,14,14,6,14,2,8,0.2,1.5,14.21,12.72,2.92,103,103,206
WD4,77,-3.05,1.2,0.9,9.7,0.5,0.075,0.075,2.2,0.65,0.2,1.3,0.2,14,14,6,14,2,8,0.2,1.5,14.21,12.72,2.92,103,103,206
WD6,78,-2.35,1.2,1.1,9.7,0.5,0.075,0.075,2.6,0.75,0.2,1.5,0.2,18,14,6,14,2,8,0.2,1.5,21.05,18.88,3.47,133,103,236
WD8,79,-2.35,1.2,1.3,9.7,0.5,0.075,0.075,2.9,0.95,0.2,1.9,0.2,16,16,6,14,2,8,0.2,1.5,29.69,26.72,4.03,155,105,259
WD3,80,-2.35,1.2,0.8,9.7,0.5,0.075,0.075,1.8,0.6,0.2,1.2,0.2,12,14,6,14,2,8,0.2,1.5,10.88,9.67,2.64,88,103,191
小計,,,,,,,,,,,,,,,,,,,,,,297.11,266.46,58.59,2094,2064,4158
人工挖孔樁工程量計算表,,,,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,,,,,
工程名稱：津發(fā)小區(qū)住宅樓樁基工程（二標(biāo)段）7#樓第5頁,,,,,,,,,,,,,,,,,,,,,,,,,,,
樁編號,樁號,設(shè)計樁頂標(biāo)高(m),室外地坪標(biāo)高(m),樁尺寸,,,護(hù)壁厚度,,樁端擴(kuò)大頭尺寸,,,,,鋼筋籠配置,,,,,,,,土方(m3),樁芯砼(m3),人工鑿?fù)诳讟蹲o(hù)壁(m3),鋼筋籠(kg),,
,,,,樁芯直徑D(m),樁凈長H(m),樁端入持力層深度H2m,a1(m),a2(m),樁直徑D0(m),擴(kuò)大頭直徑每邊大于樁芯直徑部分a(m),圓柱高h(yuǎn)1(m),圓臺高h(yuǎn)2(m),球臺高h(yuǎn)3(m),長縱筋,,L1(m),加勁筋,,螺旋筋,,LN(m),,,,主筋及箍筋,螺旋筋,小計
,,,,,,,,,,,,,,根數(shù),直徑(mm),,直徑(mm),間距(m),直徑(mm),間距(m),,,,,,,
WD11,81,-2.35,1.2,0.8,9.7,0.5,0.075,0.075,1.1,0.15,0.2,0.3,0.2,12,14,6,14,2,8,0.2,1.5,8.94,7.74,2.64,88,103,191
Wd4,82,-3.05,1.2,0.9,9.7,0.5,0.075,0.075,2.2,0.65,0.2,1.3,0.2,14,14,6,14,2,8,0.2,1.5,14.21,12.72,2.92,103,103,206
WD4,83,-3.05,1.2,0.9,9.7,0.5,0.075,0.075,2.2,0.65,0.2,1.3,0.2,14,14,6,14,2,8,0.2,1.5,14.21,12.72,2.92,103,103,206
WD7,84,-2.35,1.2,1.2,9.7,0.5,0.075,0.075,2.9,0.85,0.2,1.7,0.2,16,16,6,14,2,8,0.2,1.5,25.81,23.26,3.75,155,105,259
WD6,85,-2.35,1.2,1.1,9.7,0.5,0.075,0.075,2.6,0.75,0.2,1.5,0.2,18,14,6,14,2,8,0.2,1.5,21.05,18.88,3.47,133,103,236
WD4,86,-3.05,1.2,0.9,9.7,0.5,0.075,0.075,2.2,0.65,0.2,1.3,0.2,14,14,6,14,2,8,0.2,1.5,14.21,12.72,2.92,103,103,206
WD4,87,-3.05,1.2,0.9,9.7,0.5,0.075,0.075,2.2,0.65,0.2,1.3,0.2,14,14,6,14,2,8,0.2,1.5,14.21,12.72,2.92,103,103,206
WD2,88,-3.25,1.2,0.8,9.7,0.5,0.075,0.075,1.8,0.5,0.2,1,0.2,12,14,6,14,2,8,0.2,1.5,10.60,9.39,2.64,88,103,191
WD2,89,-3.25,1.2,0.8,9.7,0.5,0.075,0.075,1.8,0.5,0.2,1,0.2,12,14,6,14,2,8,0.2,1.5,10.60,9.39,2.64,88,103,191
WD2,90,-3.25,1.2,0.8,9.7,0.5,0.075,0.075,1.8,0.5,0.2,1,0.2,12,14,6,14,2,8,0.2,1.5,10.60,9.39,2.64,88,103,191
WD5,91,-3.65,1.2,1,9.7,0.5,0.075,0.075,2.4,0.7,0.2,1.4,0.2,16,14,6,14,2,8,0.2,1.5,17.45,15.63,3.19,118,103,221
WD5,92,-3.65,1.2,1,9.7,0.5,0.075,0.075,2.4,0.7,0.2,1.4,0.2,16,14,6,14,2,8,0.2,1.5,17.45,15.63,3.19,118,103,221
WD5,93,-3.65,1.2,1,9.7,0.5,0.075,0.075,2.4,0.7,0.2,1.4,0.2,16,14,6,14,2,8,0.2,1.5,17.45,15.63,3.19,118,103,221
WD5,94,-3.65,1.2,1,9.7,0.5,0.075,0.075,2.4,0.7,0.2,1.4,0.2,16,14,6,14,2,8,0.2,1.5,17.45,15.63,3.19,118,103,221
WD2,95,-2.35,1.2,0.8,9.7,0.5,0.075,0.075,1.8,0.5,0.2,1,0.2,12,14,6,14,2,8,0.2,1.5,10.60,9.39,2.64,88,103,191
WD2,96,-2.35,1.2,0.8,9.7,0.5,0.075,0.075,1.8,0.5,0.2,1,0.2,12,14,6,14,2,8,0.2,1.5,10.60,9.39,2.64,88,103,191
WD4,97,-3.35,1.2,0.9,9.7,0.5,0.075,0.075,2.2,0.65,0.2,1.3,0.2,14,14,6,14,2,8,0.2,1.5,14.21,12.72,2.92,103,103,206
WD4,98,-3.35,1.2,0.9,9.7,0.5,0.075,0.075,2.2,0.65,0.2,1.3,0.2,14,14,6,14,2,8,0.2,1.5,14.21,12.72,2.92,103,103,206
WD5,99,-2.35,1.2,1,9.7,0.5,0.075,0.075,2.4,0.7,0.2,1.4,0.2,16,14,6,14,2,8,0.2,1.5,17.45,15.63,3.19,118,103,221
WD4,100,-2.35,1.2,0.9,9.7,0.5,0.075,0.075,2.2,0.65,0.2,1.3,0.2,14,14,6,14,2,8,0.2,1.5,14.21,12.72,2.92,103,103,206
小計,,,,,,,,,,,,,,,,,,,,,,295.54,264.01,59.43,2123,2064,4187
人工挖孔樁工程量計算表,,,,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,,,,,
工程名稱：津發(fā)小區(qū)住宅樓樁基工程（二標(biāo)段）7#樓第6頁,,,,,,,,,,,,,,,,,,,,,,,,,,,
樁編號,樁號,設(shè)計樁頂標(biāo)高(m),室外地坪標(biāo)高(m),樁尺寸,,,護(hù)壁厚度,,樁端擴(kuò)大頭尺寸,,,,,鋼筋籠配置,,,,,,,,土方(m3),樁芯砼(m3),人工鑿?fù)诳讟蹲o(hù)壁(m3),鋼筋籠(kg),,
,,,,樁芯直徑D(m),樁凈長H(m),樁端入持力層深度H2m,a1(m),a2(m),樁直徑D0(m),擴(kuò)大頭直徑每邊大于樁芯直徑部分a(m),圓柱高h(yuǎn)1(m),圓臺高h(yuǎn)2(m),球臺高h(yuǎn)3(m),長縱筋,,L1(m),加勁筋,,螺旋筋,,LN(m),,,,主筋及箍筋,螺旋筋,小計
,,,,,,,,,,,,,,根數(shù),直徑(mm),,直徑(mm),間距(m),直徑(mm),間距(m),,,,,,,
WD4,101,-2.35,1.2,0.9,9.7,0.5,0.075,0.075,2.2,0.65,0.2,1.3,0.2,14,14,6,14,2,8,0.2,1.5,14.21,12.72,2.92,103,103,206
WD3,102,-3.25,1.2,0.8,9.7,0.5,0.075,0.075,2,0.6,0.2,1.2,0.2,12,14,6,14,2,8,0.2,1.5,11.35,10.14,2.64,88,103,191
WD3,103,-3.25,1.2,0.8,9.7,0.5,0.075,0.075,2,0.6,0.2,1.2,0.2,12,14,6,14,2,8,0.2,1.5,11.35,10.14,2.64,88,103,191
WD2,104,-2.35,1.2,0.8,9.7,0.5,0.075,0.075,1.8,0.5,0.2,1,0.2,12,14,6,14,2,8,0.2,1.5,10.60,9.39,2.64,88,103,191
WD4,105,-2.35,1.2,0.9,9.7,0.5,0.075,0.075,2.2,0.65,0.2,1.3,0.2,14,14,6,14,2,8,0.2,1.5,14.21,12.72,2.92,103,103,206
WD3,106,-2.35,1.2,0.8,9.7,0.5,0.075,0.075,2,0.6,0.2,1.2,0.2,12,14,6,14,2,8,0.2,1.5,11.35,10.14,2.64,88,103,191
WD9,107,-2.35,1.2,0.8,9.7,0.5,0.075,0.075,1,0.1,0.2,0.2,0.2,12,14,6,14,2,8,0.2,1.5,8.81,7.60,2.64,88,103,191
WD3,108,-3.25,1.2,0.8,9.7,0.5,0.075,0.075,2,0.6,0.2,1.2,0.2,12,14,6,14,2,8,0.2,1.5,11.35,10.14,2.64,88,103,191
WD3,109,-3.25,1.2,0.8,9.7,0.5,0.075,0.075,2,0.6,0.2,1.2,0.2,12,14,6,14,2,8,0.2,1.5,11.35,10.14,2.64,88,103,191
WD10,110,-2.35,1.2,0.8,9.7,0.5,0.075,0.075,1.2,0.2,0.2,0.4,0.2,12,14,6,14,2,8,0.2,1.5,9.10,7.90,2.64,88,103,191
WD10,111,-2.35,1.2,0.8,9.7,0.5,0.075,0.075,1.2,0.2,0.2,0.4,0.2,12,14,6,14,2,8,0.2,1.5,9.10,7.90,2.64,88,103,191
WD9,112,-2.35,1.2,0.8,9.7,0.5,0.075,0.075,1,0.1,0.2,0.2,0.2,12,14,6,14,2,8,0.2,1.5,8.81,7.60,2.64,88,103,191
WD10,113,-2.35,1.2,0.8,9.7,0.5,0.075,0.075,1.2,0.2,0.2,0.4,0.2,12,14,6,14,2,8,0.2,1.5,9.10,7.90,2.64,88,103,191
WD10,114,-2.35,1.2,0.8,9.7,0.5,0.075,0.075,1.2,0.2,0.2,0.4,0.2,12,14,6,14,2,8,0.2,1.5,9.10,7.90,2.64,88,103,191
WD9,115,-2.35,1.2,0.8,9.7,0.5,0.075,0.075,1,0.1,0.2,0.2,0.2,12,14,6,14,2,8,0.2,1.5,8.81,7.60,2.64,88,103,191
WD10,116,-2.35,1.2,0.8,9.7,0.5,0.075,0.075,1.2,0.2,0.2,0.4,0.2,12,14,6,14,2,8,0.2,1.5,9.10,7.90,2.64,88,103,191
WD10,117,-2.35,1.2,0.8,9.7,0.5,0.075,0.075,1.2,0.2,0.2,0.4,0.2,12,14,6,14,2,8,0.2,1.5,9.10,7.90,2.64,88,103,191
WD9,118,-2.35,1.2,0.8,9.7,0.5,0.075,0.075,1,0.1,0.2,0.2,0.2,12,14,6,14,2,8,0.2,1.5,8.81,7.60,2.64,88,103,191
WD10,119,-2.35,1.2,0.8,9.7,0.5,0.075,0.075,1.2,0.2,0.2,0.4,0.2,12,14,6,14,2,8,0.2,1.5,9.10,7.90,2.64,88,103,191
WD10,120,-2.35,1.2,0.8,9.7,0.5,0.075,0.075,1.2,0.2,0.2,0.4,0.2,12,14,6,14,2,8,0.2,1.5,9.10,7.90,2.64,88,103,191
小計,,,,,,,,,,,,,,,,,,,,,,203.79,179.10,53.32,1789,2062,3852
人工挖孔樁工程量計算表,,,,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,,,,,
工程名稱：津發(fā)小區(qū)住宅樓樁基工程（二標(biāo)段）7#樓第7頁,,,,,,,,,,,,,,,,,,,,,,,,,,,
樁編號,樁號,設(shè)計樁頂標(biāo)高(m),室外地坪標(biāo)高(m),樁尺寸,,,護(hù)壁厚度,,樁端擴(kuò)大頭尺寸,,,,,鋼筋籠配置,,,,,,,,土方(m3),樁芯砼(m3),人工鑿?fù)诳讟蹲o(hù)壁(m3),鋼筋籠(kg),,
,,,,樁芯直徑D(m),樁凈長H(m),樁端入持力層深度H2m,a1(m),a2(m),樁直徑D0(m),擴(kuò)大頭直徑每邊大于樁芯直徑部分a(m),圓柱高h(yuǎn)1(m),圓臺高h(yuǎn)2(m),球臺高h(yuǎn)3(m),長縱筋,,L1(m),加勁筋,,螺旋筋,,LN(m),,,,主筋及箍筋,螺旋筋,小計
,,,,,,,,,,,,,,根數(shù),直徑(mm),,直徑(mm),間距(m),直徑(mm),間距(m),,,,,,,
WD9,121,-2.35,1.2,0.8,9.7,0.5,0.075,0.075,1,0.1,0.2,0.2,0.2,12,14,6,14,2,8,0.2,1.5,7.04,6.03,2.64,88,103,191
WD10,122,-2.35,1.2,0.8,9.7,0.5,0.075,0.075,1.2,0.2,0.2,0.4,1.2,12,14,6,14,2,8,0.2,1.5,8.81,7.60,2.64,88,103,191
WD1,123,-2.35,1.2,0.8,9.7,0.5,0.075,0.075,1.6,0.4,0.2,0.8,0.2,12,14,6,14,2,8,0.2,1.5,9.98,8.78,2.64,88,103,191
WD10,124,-2.35,1.2,0.8,9.7,0.5,0.075,0.075,1.2,0.2,0.2,0.4,0.2,12,14,6,14,2,8,0.2,1.5,9.10,7.90,2.64,88,103,191
,,,,,,,,,,,,,,,,,,,,,,,,,,,,
小計,,,,,,,,,,,,,,,,,,,,,,34.93,30.31,30.31,2581,2990,5572
合計,,,,,,,,,,,,,,,,,,,,,,0.00,0.00,0.00,14416,15368,29783
總計,,,,,,,,,,,,,,,,,,,,,,1591.20,1417.06,370.20,14416,15368,29783
,,,,,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,,,,,
人工挖孔樁工程量計算表,,,,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,,,,,
工程名稱：津發(fā)小區(qū)住宅樓樁基工程（二標(biāo)段）8#樓第1頁,,,,,,,,,,,,,,,,,,,,,,,,,,,
樁編號,樁號,設(shè)計樁頂標(biāo)高(m),室外地坪標(biāo)高(m),樁尺寸,,,護(hù)壁厚度,,樁端擴(kuò)大頭尺寸,,,,,鋼筋籠配置,,,,,,,,土方(m3),樁芯砼(m3),人工鑿?fù)诳讟蹲o(hù)壁(m3),鋼筋籠(kg),,
,,,,樁芯直徑D(m),樁凈長H(m),樁端入持力層深度H2m,a1(m),a2(m),樁直徑D0(m),擴(kuò)大頭直徑每邊大于樁芯直徑部分a(m),圓柱高h(yuǎn)1(m),圓臺高h(yuǎn)2(m),球臺高h(yuǎn)3(m),長縱筋,,L1(m),加勁筋,,螺旋筋,,LN(m),,,,主筋及箍筋,螺旋筋,小計
,,,,,,,,,,,,,,根數(shù),直徑(mm),,直徑(mm),間距(m),直徑(mm),間距(m),,,,,,,
WD1,1,-3.25,-1.2,0.8,4.85,0.5,0.075,0.075,1.6,0.4,0.2,0.8,0.2,12,14,4.5,14,2,8,0.2,1.5,9.98,8.78,1.32,66,82,149
WD1,2,-3.25,-1.2,0.8,4.85,0.5,0.075,0.075,1.6,0.4,0.2,0.8,0.2,12,14,4.5,14,2,8,0.2,1.5,9.98,8.78,1.32,66,82,149
WD2,3,-3.25,-1.2,0.8,4.85,0.5,0.075,0.075,1.8,0.5,0.2,1,0.2,12,14,4.5,14,2,8,0.2,1.5,10.60,9.39,1.32,66,82,149
WD2,4,-3.25,-1.2,0.8,4.85,0.5,0.075,0.075,1.8,0.5,0.2,1,0.2,12,14,4.5,14,2,8,0.2,1.5,10.60,9.39,1.32,66,82,149
WD2,5,-3.25,-1.2,0.8,4.85,0.5,0.075,0.075,1.8,0.5,0.2,1,0.2,12,14,4.5,14,2,8,0.2,1.5,10.60,9.39,1.32,66,82,149
WD3,6,-3.35,-1.2,0.8,5.75,0.5,0.075,0.075,2,0.6,0.2,1.2,0.2,12,14,4.5,14,2,8,0.2,1.5,11.35,10.14,1.56,66,82,149
WD5,7,-3.05,-1.2,1,4.85,0.5,0.075,0.075,2.4,0.7,0.2,1.4,0.2,16,14,4.5,14,2,8,0.2,1.5,17.45,15.63,1.60,89,82,171
WD5,8,-3.05,-1.2,1,4.85,0.5,0.075,0.075,2.4,0.7,0.2,1.4,0.2,16,14,4.5,14,2,8,0.2,1.5,17.45,15.63,1.60,89,82,171
WD2,9,-3.25,-1.2,0.8,4.85,0.5,0.075,0.075,1.8,0.5,0.2,1,0.2,12,14,4.5,14,2,8,0.2,1.5,10.60,9.39,1.32,66,82,149
WD2,10,-3.25,-1.2,0.8,4.85,0.5,0.075,0.075,1.8,0.5,0.2,1,0.2,12,14,4.5,14,2,8,0.2,1.5,10.60,9.39,1.32,66,82,149
WD5,11,-2.35,-1.2,1,5.75,0.5,0.075,0.075,2.4,0.7,0.2,1.4,0.2,16,14,4.5,14,2,8,0.2,1.5,17.45,15.63,1.89,89,82,171
WD3,12,-2.35,-1.2,0.8,4.85,0.5,0.075,0.075,2,0.6,0.2,1.2,0.2,12,14,4.5,14,2,8,0.2,1.5,11.35,10.14,1.32,66,82,149
WD3,13,-3.35,-1.2,0.8,4.85,0.5,0.075,0.075,2,0.6,0.2,1.2,0.2,12,14,4.5,14,2,8,0.2,1.5,11.35,10.14,1.32,66,82,149
WD7,14,-2.35,-1.2,1.2,5.75,0.5,0.075,0.075,2.9,0.5,0.2,1,0.2,16,16,4.5,14,2,8,0.2,1.5,23.37,20.81,2.22,117,84,201
WD7,15,-2.35,-1.2,1.2,5.75,0.5,0.075,0.075,2.9,0.5,0.2,1,0.2,16,16,4.5,14,2,8,0.2,1.5,23.37,20.81,2.22,117,84,201
WD2,16,-2.35,-1.2,0.8,5.75,0.5,0.075,0.075,1.8,0.5,0.2,1,0.2,12,14,4.5,14,2,8,0.2,1.5,10.60,9.39,1.56,66,82,149
WD2,17,-2.35,-1.2,0.8,5.75,0.5,0.075,0.075,1.8,0.5,0.2,1,0.2,12,14,4.5,14,2,8,0.2,1.5,10.60,9.39,1.56,66,82,149
WD5,18,-3.65,-1.2,1,4.85,0.5,0.075,0.075,2.4,0.7,0.2,1.4,0.2,16,14,4.5,14,2,8,0.2,1.5,17.45,15.63,1.60,89,82,171
WD5,19,-3.65,-1.2,0.8,4.85,0.5,0.075,0.075,2.4,0.7,0.2,1.4,0.2,16,14,4.5,14,2,8,0.2,1.5,12.85,11.64,1.32,89,82,171
WD5,20,-3.65,-1.2,0.8,4.85,0.5,0.075,0.075,2.4,0.7,0.2,1.4,0.2,16,14,4.5,14,2,8,0.2,1.5,12.85,11.64,1.32,89,82,171
小計,,,,,,,,,,,,,,,,,,,,,,270.43,241.17,30.33,1560,1652,3212
人工挖孔樁工程量計算表,,,,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,,,,,
工程名稱：津發(fā)小區(qū)住宅樓樁基工程（二標(biāo)段）8#樓第2頁,,,,,,,,,,,,,,,,,,,,,,,,,,,
樁編號,樁號,設(shè)計樁頂標(biāo)高(m),室外地坪標(biāo)高(m),樁尺寸,,,護(hù)壁厚度,,樁端擴(kuò)大頭尺寸,,,,,鋼筋籠配置,,,,,,,,土方(m3),樁芯砼(m3),人工鑿?fù)诳讟蹲o(hù)壁(m3),鋼筋籠(kg),,
,,,,樁芯直徑D(m),樁凈長H(m),樁端入持力層深度H2m,a1(m),a2(m),樁直徑D0(m),擴(kuò)大頭直徑每邊大于樁芯直徑部分a(m),圓柱高h(yuǎn)1(m),圓臺高h(yuǎn)2(m),球臺高h(yuǎn)3(m),長縱筋,,L1(m),加勁筋,,螺旋筋,,LN(m),,,,主筋及箍筋,螺旋筋,小計
,,,,,,,,,,,,,,根數(shù),直徑(mm),,直徑(mm),間距(m),直徑(mm),間距(m),,,,,,,
WD5,21,-3.65,-1.2,1,4.85,0.5,0.075,0.075,2.4,0.7,0.2,1.4,0.2,16,14,4.5,14,2,8,0.2,1.5,11.00,9.42,1.60,89,82,171
WD2,22,-3.25,-1.2,0.8,4.85,0.5,0.075,0.075,1.8,0.5,0.2,1,0.2,12,14,4.5,14,2,8,0.2,1.5,12.85,11.64,1.32,66,82,149
WD2,23,-3.25,-1.2,0.8,4.85,0.5,0.075,0.075,1.8,0.5,0.2,1,0.2,12,14,4.5,14,2,8,0.2,1.5,10.60,9.39,1.32,66,82,149
WD2,24,-3.25,-1.2,0.8,4.85,0.5,0.075,0.075,1.8,0.5,0.2,1,0.2,12,14,4.5,14,2,8,0.2,1.5,10.60,9.39,1.32,66,82,149
WD5,25,-3.05,-1.2,1,4.85,0.5,0.075,0.075,2.4,0.7,0.2,1.4,0.2,16,14,4.5,14,2,8,0.2,1.5,17.45,15.63,1.60,89,82,171
WD5,26,-3.05,-1.2,1,4.85,0.5,0.075,0.075,2.4,0.7,0.2,1.4,0.2,16,14,4.5,14,2,8,0.2,1.5,17.45,15.63,1.60,89,82,171
WD10,27,-2.35,-1.2,0.8,5.75,0.5,0.075,0.075,1.1,0.15,0.2,0.3,0.2,12,14,4.5,14,2,8,0.2,1.5,8.94,7.74,1.56,66,82,149
WD4,28,-3.25,-1.2,0.9,4.85,0.5,0.075,0.075,2.2,0.65,0.2,1.3,0.2,14,14,4.5,14,2,8,0.2,1.5,14.21,12.72,1.46,77,82,160
WD4,29,-3.25,-1.2,0.9,4.85,0.5,0.075,0.075,2.2,0.65,0.2,1.3,0.2,14,14,4.5,14,2,8,0.2,1.5,14.21,12.72,1.46,77,82,160
WD2,30,-2.35,-1.2,0.8,5.75,0.5,0.075,0.075,1.8,0.5,0.2,1,0.2,12,14,4.5,14,2,8,0.2,1.5,10.60,9.39,1.56,66,82,149
WD7,31,-2.35,-1.2,1.2,5.75,0.5,0.075,0.075,2.9,0.5,0.2,1,0.2,16,16,4.5,14,2,8,0.2,1.5,23.37,20.81,2.22,117,84,201
WD4,32,-2.35,-1.2,0.9,5.75,0.5,0.075,0.075,2.2,0.65,0.2,1.3,0.2,14,14,4.5,14,2,8,0.2,1.5,14.21,12.72,1.73,77,82,160
Wd5,33,-3.05,-1.2,1,4.85,0.5,0.075,0.075,2.4,0.7,0.2,1.4,0.2,16,14,4.5,14,2,8,0.2,1.5,17.45,15.63,1.60,89,82,171
WD5,34,-3.05,-1.2,1,4.85,0.5,0.075,0.075,2.4,0.7,0.2,1.4,0.2,16,14,4.5,14,2,8,0.2,1.5,17.45,15.63,1.60,89,82,171
WD6,35,-2.35,-1.2,1.2,5.75,0.5,0.075,0.075,2.6,0.75,0.2,1.5,0.2,18,14,4.5,14,2,8,0.2,1.5,23.94,21.38,2.22,100,82,182
WD2,36,-2.35,-1.2,0.8,5.75,0.5,0.075,0.075,1.8,0.5,0.2,1,0.2,12,14,4.5,14,2,8,0.2,1.5,10.60,9.39,1.56,66,82,149
WD2,37,-2.35,-1.2,0.8,5.75,0.5,0.075,0.075,1.8,0.5,0.2,1,0.2,12,14,4.5,14,2,8,0.2,1.5,10.60,9.39,1.56,66,82,149
WD4,38,-3.25,-1.2,0.9,4.85,0.5,0.075,0.075,2.2,0.65,0.2,1.3,0.2,14,14,4.5,14,2,8,0.2,1.5,14.21,12.72,1.46,77,82,160
WD4,39,-3.25,-1.2,0.9,4.85,0.5,0.075,0.075,2.2,0.65,0.2,1.3,0.2,14,14,4.5,14,2,8,0.2,1.5,14.21,12.72,1.46,77,82,160
WD4,40,-3.25,-1.2,0.9,4.85,0.5,0.075,0.075,2.2,0.65,0.2,1.3,0.2,14,14,4.5,14,2,8,0.2,1.5,14.21,12.72,1.46,77,82,160
小計,,,,,,,,,,,,,,,,,,,,,,288.17,256.79,31.66,1588,1650,3238
人工挖孔樁工程量計算表,,,,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,,,,,
工程名稱：津發(fā)小區(qū)住宅樓樁基工程（二標(biāo)段）8#樓第3頁,,,,,,,,,,,,,,,,,,,,,,,,,,,
樁編號,樁號,設(shè)計樁頂標(biāo)高(m),室外地坪標(biāo)高(m),樁尺寸,,,護(hù)壁厚度,,樁端擴(kuò)大頭尺寸,,,,,鋼筋籠配置,,,,,,,,土方(m3),樁芯砼(m3),人工鑿?fù)诳讟蹲o(hù)壁(m3),鋼筋籠(kg),,
,,,,樁芯直徑D(m),樁凈長H(m),樁端入持力層深度H2m,a1(m),a2(m),樁直徑D0(m),擴(kuò)大頭直徑每邊大于樁芯直徑部分a(m),圓柱高h(yuǎn)1(m),圓臺高h(yuǎn)2(m),球臺高h(yuǎn)3(m),長縱筋,,L1(m),加勁筋,,螺旋筋,,LN(m),,,,主筋及箍筋,螺旋筋,小計
,,,,,,,,,,,,,,根數(shù),直徑(mm),,直徑(mm),間距(m),直徑(mm),間距(m),,,,,,,
WD6,41,-2.35,-1.2,1.1,5.75,0.5,0.075,0.075,2.6,0.75,0.2,1.5,0.2,18,14,4.5,14,2,8,0.2,1.5,13.30,11.40,2.06,100,82,182
WD4,42,-2.35,-1.2,0.9,5.75,0.5,0.075,0.075,2.2,0.65,0.2,1.3,0.2,14,14,4.5,14,2,8,0.2,1.5,15.96,14.47,1.73,77,82,160
WD5,43,-3.05,-1.2,1,4.85,0.5,0.075,0.075,2.4,0.7,0.2,1.4,0.2,16,14,4.5,14,2,8,0.2,1.5,17.45,15.63,1.60,89,82,171
WD5,44,-3.05,-1.2,1,4.85,0.5,0.075,0.075,2.4,0.7,0.2,1.4,0.2,16,14,4.5,14,2,8,0.2,1.5,17.45,15.63,1.60,89,82,171
WD6,45,-2.35,-1.2,1.1,5.75,0.5,0.075,0.075,2.6,0.75,0.2,1.5,0.2,18,14,4.5,14,2,8,0.2,1.5,21.05,18.88,2.06,100,82,182
WD3,46,-3.35,-1.2,0.8,4.85,0.5,0.075,0.075,2,0.6,0.2,1.2,0.2,12,14,4.5,14,2,8,0.2,1.5,11.35,10.14,1.32,66,82,149
WD3,47,-3.35,-1.2,0.8,4.85,0.5,0.075,0.075,2,0.6,0.2,1.2,0.2,12,14,4.5,14,2,8,0.2,1.5,11.35,10.14,1.32,66,82,149
WD7,48,-2.35,-1.2,1.2,5.75,0.5,0.075,0.075,2.9,0.5,0.2,1,0.2,16,16,4.5,14,2,8,0.2,1.5,23.37,20.81,2.22,117,84,201
WD7,49,-2.35,-1.2,1.2,5.75,0.5,0.075,0.075,2.9,0.5,0.2,1,0.2,16,16,4.5,14,2,8,0.2,1.5,23.37,20.81,2.22,117,84,201
WD2,50,-2.3
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