人工挖孔樁工程量計(jì)算表(含鋼筋籠計(jì)算)
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1、人人工工挖挖孔孔樁樁工工程程量量計(jì)計(jì)算算表表工程名稱：津發(fā)小區(qū)住宅樓樁基工程（二標(biāo)段）7#樓 第1頁(yè)樁樁編編號(hào)號(hào)樁樁號(hào)號(hào)設(shè)設(shè)計(jì)計(jì)樁樁頂頂標(biāo)標(biāo)高高(m)室室外外地地坪坪標(biāo)標(biāo)高高(m)樁樁尺尺寸寸護(hù)護(hù)壁壁厚厚度度樁樁端端擴(kuò)擴(kuò)大大頭頭尺尺寸寸鋼鋼筋筋籠籠配配置置土土方方(m3)樁樁芯芯砼砼(m3)人人工工鑿鑿?fù)谕诳卓讟稑蹲o(hù)護(hù)壁壁(m3)鋼鋼筋筋籠籠(kg)樁樁芯芯直直徑徑D(m)樁樁凈凈長(zhǎng)長(zhǎng)H(m)樁樁端端入入持持力力層層深深度度H2 ma1(m)a2(m)樁樁直直徑徑D0(m)擴(kuò)擴(kuò)大大頭頭直直徑徑每每邊邊大大于于樁樁芯芯直直徑徑部部分分a(m)圓圓柱柱高高h(yuǎn)1(m)圓圓臺(tái)臺(tái)高高h(yuǎn)2(m)球球臺(tái)臺(tái)高
2、高h(yuǎn)3(m)長(zhǎng)長(zhǎng)縱縱筋筋L1(m)加加勁勁筋筋螺螺旋旋筋筋LN(m)主主筋筋及及箍箍筋筋螺螺旋旋筋筋小小計(jì)計(jì)根根數(shù)數(shù)直直徑徑(mm)直直徑徑(mm)間間距距(m)直直徑徑(mm)間間距距(m)WD21-3.251.20.89.70.50.0750.0751.60.40.20.80.21214614280.21.59.988.782.6488103191WD22-3.251.20.89.70.50.0750.0751.60.40.20.80.21214614280.21.59.988.782.6488103191WD25-3.251.20.89.70.50.0750.0751.60.40.20.
3、80.21214614280.21.59.988.782.6488103191WD26-3.251.20.89.70.50.0750.0751.60.40.20.80.21214614280.21.59.988.782.6488103191WD27-2.351.20.89.70.50.0750.0751.60.40.20.80.21214614280.21.59.988.782.6488103191WD24-2.351.20.89.70.50.0750.0751.60.40.20.80.21214614280.21.59.988.782.6488103191WD113-2.351.20.89.
4、70.50.0750.0751.10.150.20.30.21214614280.21.58.947.742.6488103191WD38-2.351.20.89.70.50.0750.07520.60.21.20.21214614280.21.511.3510.142.6488103191WD19-3.051.20.89.70.50.0750.0751.60.40.20.80.21214614280.21.59.988.782.6488103191WD110-3.051.20.89.70.50.0750.0751.60.40.20.80.21214614280.21.59.988.782.6
5、488103191WD111-3.251.20.89.70.50.0750.0751.60.40.20.80.21214614280.21.59.988.782.6488103191WD112-3.251.20.89.70.50.0750.0751.60.40.20.80.21214614280.21.59.988.782.6488103191WD113-3.251.20.89.70.50.0750.0751.60.40.20.80.21214614280.21.59.988.782.6488103191Wd414-3.351.20.99.70.50.0750.0752.20.650.21.3
6、0.21414614280.21.514.2112.722.92103103206WD415-3.351.20.99.70.50.0750.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD416-2.351.20.99.70.50.0750.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD317-2.351.20.89.70.50.0750.07520.60.21.20.21214614280.21.511.3510.142.6488103191WD318
7、-2.35 1.20.89.70.50.0750.07520.60.21.20.21214614280.21.511.3510.142.6488103191Wd519-3.65 1.219.70.50.0750.0752.40.70.21.40.21614614280.21.517.4515.633.19118103221Wd520-3.65 1.219.70.50.0750.0752.40.70.21.40.21614614280.21.517.4515.633.19118103221小計(jì)230.35230.35204.14204.1454.7054.70186418642062206239
8、263926人人工工挖挖孔孔樁樁工工程程量量計(jì)計(jì)算算表表工程名稱：津發(fā)小區(qū)住宅樓樁基工程（二標(biāo)段）7#樓 第2頁(yè)樁樁編編號(hào)號(hào)樁樁號(hào)號(hào)設(shè)設(shè)計(jì)計(jì)樁樁頂頂標(biāo)標(biāo)高高(m)室室外外地地坪坪標(biāo)標(biāo)高高(m)樁樁尺尺寸寸護(hù)護(hù)壁壁厚厚度度樁樁端端擴(kuò)擴(kuò)大大頭頭尺尺寸寸鋼鋼筋筋籠籠配配置置土土方方(m3)樁樁芯芯砼砼(m3)人人工工鑿鑿?fù)谕诳卓讟稑蹲o(hù)護(hù)壁壁(m3)鋼鋼筋筋籠籠(kg)樁樁芯芯直直徑徑D(m)樁樁凈凈長(zhǎng)長(zhǎng)H(m)樁樁端端入入持持力力層層深深度度H2 ma1(m)a2(m)樁樁直直徑徑D0(m)擴(kuò)擴(kuò)大大頭頭直直徑徑每每邊邊大大于于樁樁芯芯直直徑徑部部分分a(m)圓圓柱柱高高h(yuǎn)1(m)圓圓臺(tái)臺(tái)高高h(yuǎn)2(m
9、)球球臺(tái)臺(tái)高高h(yuǎn)3(m)長(zhǎng)長(zhǎng)縱縱筋筋L1(m)加加勁勁筋筋螺螺旋旋筋筋LN(m)主主筋筋及及箍箍筋筋螺螺旋旋筋筋小小計(jì)計(jì)根根數(shù)數(shù)直直徑徑(mm)直直徑徑(mm)間間距距(m)直直徑徑(mm)間間距距(m)WD321-2.351.20.89.70.50.0750.07520.60.21.20.21214614280.21.511.3510.142.6488103191WD422-3.351.20.99.70.50.0750.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD423-3.351.20.99.70.50.0750.0
10、752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD424-2.351.20.99.70.50.0750.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD525-3.651.219.70.50.0750.0752.40.70.21.40.21614614280.21.517.4515.633.19118103221WD526-3.651.219.70.50.0750.0752.40.70.21.40.21614614280.21.517.4515.633.191
11、18103221WD127-3.051.20.89.70.50.0750.0751.60.40.20.80.21214614280.21.59.988.782.6488103191WD128-3.051.20.89.70.50.0750.0751.60.40.20.80.21214614280.21.59.988.782.6488103191WD429-2.351.20.99.70.50.0750.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD430-2.351.20.99.70.50.0750.0752.20.650.2
12、1.30.21414614280.21.514.2112.722.92103103206WD431-3.351.20.99.70.50.0750.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD432-3.351.20.99.70.50.0750.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD433-2.351.20.99.70.50.0750.0752.20.650.21.30.21414614280.21.514.2112.722.921031032
13、06WD334-2.351.20.89.70.50.0750.07520.60.21.20.21214614280.21.511.3510.142.6488103191WD435-3.051.20.99.70.50.0750.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD436-3.051.20.99.70.50.0750.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD437-3.251.20.99.70.50.0750.0752.20.650.21.
14、30.21414614280.21.514.2112.722.92103103206WD438-3.25 1.20.99.70.50.0750.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD439-3.25 1.20.99.70.50.0750.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD140-3.05 1.20.89.70.50.0750.0751.60.40.20.80.21214614280.21.59.988.782.6488103191小
15、計(jì)272.33272.33243.21243.2157.4857.48201220122062206240744074人人工工挖挖孔孔樁樁工工程程量量計(jì)計(jì)算算表表工程名稱：津發(fā)小區(qū)住宅樓樁基工程（二標(biāo)段）7#樓 第3頁(yè)樁樁編編號(hào)號(hào)樁樁號(hào)號(hào)設(shè)設(shè)計(jì)計(jì)樁樁頂頂標(biāo)標(biāo)高高(m)室室外外地地坪坪標(biāo)標(biāo)高高(m)樁樁尺尺寸寸護(hù)護(hù)壁壁厚厚度度樁樁端端擴(kuò)擴(kuò)大大頭頭尺尺寸寸鋼鋼筋筋籠籠配配置置土土方方(m3)樁樁芯芯砼砼(m3)人人工工鑿鑿?fù)谕诳卓讟稑蹲o(hù)護(hù)壁壁(m3)鋼鋼筋筋籠籠(kg)樁樁芯芯直直徑徑D(m)樁樁凈凈長(zhǎng)長(zhǎng)H(m)樁樁端端入入持持力力層層深深度度H2 ma1(m)a2(m)樁樁直直徑徑D0(m)擴(kuò)擴(kuò)
16、大大頭頭直直徑徑每每邊邊大大于于樁樁芯芯直直徑徑部部分分a(m)圓圓柱柱高高h(yuǎn)1(m)圓圓臺(tái)臺(tái)高高h(yuǎn)2(m)球球臺(tái)臺(tái)高高h(yuǎn)3(m)長(zhǎng)長(zhǎng)縱縱筋筋L1(m)加加勁勁筋筋螺螺旋旋筋筋LN(m)主主筋筋及及箍箍筋筋螺螺旋旋筋筋小小計(jì)計(jì)根根數(shù)數(shù)直直徑徑(mm)直直徑徑(mm)間間距距(m)直直徑徑(mm)間間距距(m)WD141-3.051.20.89.70.50.0750.0751.60.40.20.80.21214614280.21.59.988.782.6488103191WD142-3.051.20.89.70.50.0750.0751.60.40.20.80.21214614280.21.59
17、.988.782.6488103191WD143-3.051.20.89.70.50.0750.0751.60.40.20.80.21214614280.21.59.988.782.6488103191WD244-2.351.20.89.70.50.0750.0751.80.50.210.21214614280.21.510.609.392.6488103191WD445-3.351.20.99.70.50.0750.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD446-3.351.20.99.70.50.0750.075
18、2.20.650.21.30.21414614280.21.514.2112.722.92103103206WD347-2.351.20.89.70.50.0750.07520.60.21.20.21214614280.21.511.3510.142.6488103191WD448-2.351.20.99.70.50.0750.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD449-2.351.20.99.70.50.0750.0752.20.650.21.30.21414614280.21.514.2112.722.921
19、03103206WD450-2.351.20.99.70.50.0750.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD251-3.251.20.89.70.50.0750.0751.80.50.210.21214614280.21.510.609.392.6488103191WD252-3.251.20.89.70.50.0750.0751.80.50.210.21214614280.21.510.609.392.6488103191WD253-3.251.20.89.70.50.0750.0751.80.50.210.
20、21214614280.21.510.609.392.6488103191WD254-3.251.20.89.70.50.0750.0751.80.50.210.21214614280.21.510.609.392.6488103191WD355-2.351.20.89.70.50.0750.07520.60.21.20.21214614280.21.511.3510.142.6488103191WD356-2.351.20.89.70.50.0750.07520.60.21.20.21214614280.21.511.3510.142.6488103191WD557-3.651.219.70
21、.50.0750.0752.40.70.21.40.21614614280.21.517.4515.633.19118103221WD558-3.65 1.219.70.50.0750.0752.40.70.21.40.21614614280.21.517.4515.633.19118103221WD559-3.65 1.219.70.50.0750.0752.40.70.21.40.21614614280.21.517.4515.633.19118103221WD560-3.65 1.219.70.50.0750.0752.40.70.21.40.21614614280.21.517.451
22、5.633.19118103221小計(jì)257.85257.85229.83229.8356.3756.37195319532062206240154015人人工工挖挖孔孔樁樁工工程程量量計(jì)計(jì)算算表表工程名稱：津發(fā)小區(qū)住宅樓樁基工程（二標(biāo)段）7#樓 第4頁(yè)樁樁編編號(hào)號(hào)樁樁號(hào)號(hào)設(shè)設(shè)計(jì)計(jì)樁樁頂頂標(biāo)標(biāo)高高(m)室室外外地地坪坪標(biāo)標(biāo)高高(m)樁樁尺尺寸寸護(hù)護(hù)壁壁厚厚度度樁樁端端擴(kuò)擴(kuò)大大頭頭尺尺寸寸鋼鋼筋筋籠籠配配置置土土方方(m3)樁樁芯芯砼砼(m3)人人工工鑿鑿?fù)谕诳卓讟稑蹲o(hù)護(hù)壁壁(m3)鋼鋼筋筋籠籠(kg)樁樁芯芯直直徑徑D(m)樁樁凈凈長(zhǎng)長(zhǎng)H(m)樁樁端端入入持持力力層層深深度度H2 ma1(m)
23、a2(m)樁樁直直徑徑D0(m)擴(kuò)擴(kuò)大大頭頭直直徑徑每每邊邊大大于于樁樁芯芯直直徑徑部部分分a(m)圓圓柱柱高高h(yuǎn)1(m)圓圓臺(tái)臺(tái)高高h(yuǎn)2(m)球球臺(tái)臺(tái)高高h(yuǎn)3(m)長(zhǎng)長(zhǎng)縱縱筋筋L1(m)加加勁勁筋筋螺螺旋旋筋筋LN(m)主主筋筋及及箍箍筋筋螺螺旋旋筋筋小小計(jì)計(jì)根根數(shù)數(shù)直直徑徑(mm)直直徑徑(mm)間間距距(m)直直徑徑(mm)間間距距(m)WD461-3.351.20.99.70.50.0750.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD462-3.351.20.99.70.50.0750.0752.20.650.
24、21.30.21414614280.21.514.2112.722.92103103206WD563-2.351.219.70.50.0750.0752.42.70.25.40.21614614280.21.527.0425.223.19118103221WD464-2.351.20.99.70.50.0750.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD465-2.351.20.99.70.50.0750.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206
25、WD466-3.351.20.99.70.50.0750.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD467-3.351.20.99.70.50.0750.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206Wd368-2.351.20.89.70.50.0750.07520.60.21.20.21214614280.21.511.3510.142.6488103191WD269-2.351.20.89.70.50.0750.0751.80.50.210.21
26、214614280.21.510.609.392.6488103191WD1170-2.351.20.89.70.50.0750.0751.10.150.20.30.21414614280.21.58.947.742.64103103206WD271-2.351.20.89.70.50.0750.0751.80.50.210.21414614280.21.510.609.392.64103103206WD472-3.251.20.99.70.50.0750.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD473-3.251.
27、20.99.70.50.0750.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD274-2.351.20.89.70.50.0750.0751.80.50.210.21214614280.21.510.609.392.6488103191WD475-3.251.20.99.70.50.0750.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD476-3.051.20.99.70.50.0750.0752.20.650.21.30.21414614280.
28、21.514.2112.722.92103103206WD477-3.051.20.99.70.50.0750.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD678-2.35 1.21.19.70.50.0750.0752.60.750.21.50.21814614280.21.521.0518.883.47133103236WD879-2.35 1.21.39.70.50.0750.0752.90.950.21.90.21616614280.21.529.6926.724.03155105259WD380-2.35 1.
29、20.89.70.50.0750.0751.80.60.21.20.21214614280.21.510.889.672.6488103191小計(jì)297.11297.11266.46266.4658.5958.59209420942064206441584158人人工工挖挖孔孔樁樁工工程程量量計(jì)計(jì)算算表表工程名稱：津發(fā)小區(qū)住宅樓樁基工程（二標(biāo)段）7#樓 第5頁(yè)樁樁編編號(hào)號(hào)樁樁號(hào)號(hào)設(shè)設(shè)計(jì)計(jì)樁樁頂頂標(biāo)標(biāo)高高(m)室室外外地地坪坪標(biāo)標(biāo)高高(m)樁樁尺尺寸寸護(hù)護(hù)壁壁厚厚度度樁樁端端擴(kuò)擴(kuò)大大頭頭尺尺寸寸鋼鋼筋筋籠籠配配置置土土方方(m3)樁樁芯芯砼砼(m3)人人工工鑿鑿?fù)谕诳卓讟稑蹲o(hù)護(hù)壁壁(m3)鋼鋼筋
30、筋籠籠(kg)樁樁芯芯直直徑徑D(m)樁樁凈凈長(zhǎng)長(zhǎng)H(m)樁樁端端入入持持力力層層深深度度H2 ma1(m)a2(m)樁樁直直徑徑D0(m)擴(kuò)擴(kuò)大大頭頭直直徑徑每每邊邊大大于于樁樁芯芯直直徑徑部部分分a(m)圓圓柱柱高高h(yuǎn)1(m)圓圓臺(tái)臺(tái)高高h(yuǎn)2(m)球球臺(tái)臺(tái)高高h(yuǎn)3(m)長(zhǎng)長(zhǎng)縱縱筋筋L1(m)加加勁勁筋筋螺螺旋旋筋筋LN(m)主主筋筋及及箍箍筋筋螺螺旋旋筋筋小小計(jì)計(jì)根根數(shù)數(shù)直直徑徑(mm)直直徑徑(mm)間間距距(m)直直徑徑(mm)間間距距(m)WD1181-2.351.20.89.70.50.0750.0751.10.150.20.30.21214614280.21.58.947.742
31、.6488103191Wd482-3.051.20.99.70.50.0750.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD483-3.051.20.99.70.50.0750.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD784-2.351.21.29.70.50.0750.0752.90.850.21.70.21616614280.21.525.8123.263.75155105259WD685-2.351.21.19.70.50.0750.07
32、52.60.750.21.50.21814614280.21.521.0518.883.47133103236WD486-3.051.20.99.70.50.0750.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD487-3.051.20.99.70.50.0750.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD288-3.251.20.89.70.50.0750.0751.80.50.210.21214614280.21.510.609.392.64
33、88103191WD289-3.251.20.89.70.50.0750.0751.80.50.210.21214614280.21.510.609.392.6488103191WD290-3.251.20.89.70.50.0750.0751.80.50.210.21214614280.21.510.609.392.6488103191WD591-3.651.219.70.50.0750.0752.40.70.21.40.21614614280.21.517.4515.633.19118103221WD592-3.651.219.70.50.0750.0752.40.70.21.40.216
34、14614280.21.517.4515.633.19118103221WD593-3.651.219.70.50.0750.0752.40.70.21.40.21614614280.21.517.4515.633.19118103221WD594-3.651.219.70.50.0750.0752.40.70.21.40.21614614280.21.517.4515.633.19118103221WD295-2.351.20.89.70.50.0750.0751.80.50.210.21214614280.21.510.609.392.6488103191WD296-2.351.20.89
35、.70.50.0750.0751.80.50.210.21214614280.21.510.609.392.6488103191WD497-3.351.20.99.70.50.0750.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD498-3.35 1.20.99.70.50.0750.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD599-2.35 1.219.70.50.0750.0752.40.70.21.40.21614614280.21.517
36、.4515.633.19118103221WD4100-2.35 1.20.99.70.50.0750.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206小計(jì)295.54295.54264.01264.0159.4359.43212321232064206441874187人人工工挖挖孔孔樁樁工工程程量量計(jì)計(jì)算算表表工程名稱：津發(fā)小區(qū)住宅樓樁基工程（二標(biāo)段）7#樓 第6頁(yè)樁樁編編號(hào)號(hào)樁樁號(hào)號(hào)設(shè)設(shè)計(jì)計(jì)樁樁頂頂標(biāo)標(biāo)高高(m)室室外外地地坪坪標(biāo)標(biāo)高高(m)樁樁尺尺寸寸護(hù)護(hù)壁壁厚厚度度樁樁端端擴(kuò)擴(kuò)大大頭頭尺尺寸寸鋼鋼筋筋籠籠配配置置土土方
37、方(m3)樁樁芯芯砼砼(m3)人人工工鑿鑿?fù)谕诳卓讟稑蹲o(hù)護(hù)壁壁(m3)鋼鋼筋筋籠籠(kg)樁樁芯芯直直徑徑D(m)樁樁凈凈長(zhǎng)長(zhǎng)H(m)樁樁端端入入持持力力層層深深度度H2 ma1(m)a2(m)樁樁直直徑徑D0(m)擴(kuò)擴(kuò)大大頭頭直直徑徑每每邊邊大大于于樁樁芯芯直直徑徑部部分分a(m)圓圓柱柱高高h(yuǎn)1(m)圓圓臺(tái)臺(tái)高高h(yuǎn)2(m)球球臺(tái)臺(tái)高高h(yuǎn)3(m)長(zhǎng)長(zhǎng)縱縱筋筋L1(m)加加勁勁筋筋螺螺旋旋筋筋LN(m)主主筋筋及及箍箍筋筋螺螺旋旋筋筋小小計(jì)計(jì)根根數(shù)數(shù)直直徑徑(mm)直直徑徑(mm)間間距距(m)直直徑徑(mm)間間距距(m)WD4101-2.351.20.99.70.50.0750.0752.
38、20.650.21.30.21414614280.21.514.2112.722.92103103206WD3102-3.251.20.89.70.50.0750.07520.60.21.20.21214614280.21.511.3510.142.6488103191WD3103-3.251.20.89.70.50.0750.07520.60.21.20.21214614280.21.511.3510.142.6488103191WD2104-2.351.20.89.70.50.0750.0751.80.50.210.21214614280.21.510.609.392.6488103191
39、WD4105-2.351.20.99.70.50.0750.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD3106-2.351.20.89.70.50.0750.07520.60.21.20.21214614280.21.511.3510.142.6488103191WD9107-2.351.20.89.70.50.0750.07510.10.20.20.21214614280.21.58.817.602.6488103191WD3108-3.251.20.89.70.50.0750.07520.60.21.20.2121
40、4614280.21.511.3510.142.6488103191WD3109-3.251.20.89.70.50.0750.07520.60.21.20.21214614280.21.511.3510.142.6488103191WD10110-2.351.20.89.70.50.0750.0751.20.20.20.40.21214614280.21.59.107.902.6488103191WD10111-2.351.20.89.70.50.0750.0751.20.20.20.40.21214614280.21.59.107.902.6488103191WD9112-2.351.20
41、.89.70.50.0750.07510.10.20.20.21214614280.21.58.817.602.6488103191WD10113-2.351.20.89.70.50.0750.0751.20.20.20.40.21214614280.21.59.107.902.6488103191WD10114-2.351.20.89.70.50.0750.0751.20.20.20.40.21214614280.21.59.107.902.6488103191WD9115-2.351.20.89.70.50.0750.07510.10.20.20.21214614280.21.58.817
42、.602.6488103191WD10116-2.351.20.89.70.50.0750.0751.20.20.20.40.21214614280.21.59.107.902.6488103191WD10117-2.351.20.89.70.50.0750.0751.20.20.20.40.21214614280.21.59.107.902.6488103191WD9118-2.351.20.89.70.50.0750.07510.10.20.20.21214614280.21.58.817.602.6488103191WD10119-2.351.20.89.70.50.0750.0751.
43、20.20.20.40.21214614280.21.59.107.902.6488103191WD10120-2.351.20.89.70.50.0750.0751.20.20.20.40.21214614280.21.59.107.902.6488103191小計(jì)203.79203.79179.10179.1053.3253.32178917892062206238523852人人工工挖挖孔孔樁樁工工程程量量計(jì)計(jì)算算表表工程名稱：津發(fā)小區(qū)住宅樓樁基工程（二標(biāo)段）7#樓 第7頁(yè)樁樁編編號(hào)號(hào)樁樁號(hào)號(hào)設(shè)設(shè)計(jì)計(jì)樁樁頂頂標(biāo)標(biāo)高高(m)室室外外地地坪坪標(biāo)標(biāo)高高(m)樁樁尺尺寸寸護(hù)護(hù)壁壁厚厚度度樁樁端端
44、擴(kuò)擴(kuò)大大頭頭尺尺寸寸鋼鋼筋筋籠籠配配置置土土方方(m3)樁樁芯芯砼砼(m3)人人工工鑿鑿?fù)谕诳卓讟稑蹲o(hù)護(hù)壁壁(m3)鋼鋼筋筋籠籠(kg)樁樁芯芯直直徑徑D(m)樁樁凈凈長(zhǎng)長(zhǎng)H(m)樁樁端端入入持持力力層層深深度度H2 ma1(m)a2(m)樁樁直直徑徑D0(m)擴(kuò)擴(kuò)大大頭頭直直徑徑每每邊邊大大于于樁樁芯芯直直徑徑部部分分a(m)圓圓柱柱高高h(yuǎn)1(m)圓圓臺(tái)臺(tái)高高h(yuǎn)2(m)球球臺(tái)臺(tái)高高h(yuǎn)3(m)長(zhǎng)長(zhǎng)縱縱筋筋L1(m)加加勁勁筋筋螺螺旋旋筋筋LN(m)主主筋筋及及箍箍筋筋螺螺旋旋筋筋小小計(jì)計(jì)根根數(shù)數(shù)直直徑徑(mm)直直徑徑(mm)間間距距(m)直直徑徑(mm)間間距距(m)WD9121-2.351
45、.20.89.70.50.0750.07510.10.20.20.21214614280.21.57.046.032.6488103191WD10122-2.351.20.89.70.50.0750.0751.20.20.20.41.21214614280.21.58.817.602.6488103191WD1123-2.351.20.89.70.50.0750.0751.60.40.20.80.21214614280.21.59.988.782.6488103191WD10124-2.351.20.89.70.50.0750.0751.20.20.20.40.21214614280.21.5
46、9.107.902.6488103191小計(jì)34.9330.3130.31258129905572合計(jì)0.000.000.00144161441615368153682978329783總計(jì)1591.201591.201417.061417.06370.20370.20144161441615368153682978329783人人工工挖挖孔孔樁樁工工程程量量計(jì)計(jì)算算表表工程名稱：津發(fā)小區(qū)住宅樓樁基工程（二標(biāo)段）8#樓 第1頁(yè)樁樁編編號(hào)號(hào)樁樁號(hào)號(hào)設(shè)設(shè)計(jì)計(jì)樁樁頂頂標(biāo)標(biāo)高高(m)室室外外地地坪坪標(biāo)標(biāo)高高(m)樁樁尺尺寸寸護(hù)護(hù)壁壁厚厚度度樁樁端端擴(kuò)擴(kuò)大大頭頭尺尺寸寸鋼鋼筋筋籠籠配配置置土土方方(m3
47、)樁樁芯芯砼砼(m3)人人工工鑿鑿?fù)谕诳卓讟稑蹲o(hù)護(hù)壁壁(m3)鋼鋼筋筋籠籠(kg)樁樁芯芯直直徑徑D(m)樁樁凈凈長(zhǎng)長(zhǎng)H(m)樁樁端端入入持持力力層層深深度度H2 ma1(m)a2(m)樁樁直直徑徑D0(m)擴(kuò)擴(kuò)大大頭頭直直徑徑每每邊邊大大于于樁樁芯芯直直徑徑部部分分a(m)圓圓柱柱高高h(yuǎn)1(m)圓圓臺(tái)臺(tái)高高h(yuǎn)2(m)球球臺(tái)臺(tái)高高h(yuǎn)3(m)長(zhǎng)長(zhǎng)縱縱筋筋L1(m)加加勁勁筋筋螺螺旋旋筋筋LN(m)主主筋筋及及箍箍筋筋螺螺旋旋筋筋小小計(jì)計(jì)根根數(shù)數(shù)直直徑徑(mm)直直徑徑(mm)間間距距(m)直直徑徑(mm)間間距距(m)WD11-3.25-1.20.84.850.50.0750.0751.60.4
48、0.20.80.212144.514280.21.59.988.781.326682149WD12-3.25-1.20.84.850.50.0750.0751.60.40.20.80.212144.514280.21.59.988.781.326682149WD23-3.25-1.20.84.850.50.0750.0751.80.50.210.212144.514280.21.510.609.391.326682149WD24-3.25-1.20.84.850.50.0750.0751.80.50.210.212144.514280.21.510.609.391.326682149WD25-
49、3.25-1.20.84.850.50.0750.0751.80.50.210.212144.514280.21.510.609.391.326682149WD36-3.35-1.20.85.750.50.0750.07520.60.21.20.212144.514280.21.511.3510.141.566682149WD57-3.05-1.214.850.50.0750.0752.40.70.21.40.216144.514280.21.517.4515.631.608982171WD58-3.05-1.214.850.50.0750.0752.40.70.21.40.216144.51
50、4280.21.517.4515.631.608982171WD29-3.25-1.20.84.850.50.0750.0751.80.50.210.212144.514280.21.510.609.391.326682149WD210-3.25-1.20.84.850.50.0750.0751.80.50.210.212144.514280.21.510.609.391.326682149WD511-2.35-1.215.750.50.0750.0752.40.70.21.40.216144.514280.21.517.4515.631.898982171WD312-2.35-1.20.84
51、.850.50.0750.07520.60.21.20.212144.514280.21.511.3510.141.326682149WD313-3.35-1.20.84.850.50.0750.07520.60.21.20.212144.514280.21.511.3510.141.326682149WD714-2.35-1.21.25.750.50.0750.0752.90.50.210.216164.514280.21.523.3720.812.2211784201WD715-2.35-1.21.25.750.50.0750.0752.90.50.210.216164.514280.21
52、.523.3720.812.2211784201WD216-2.35-1.20.85.750.50.0750.0751.80.50.210.212144.514280.21.510.609.391.566682149WD217-2.35-1.20.85.750.50.0750.0751.80.50.210.212144.514280.21.510.609.391.566682149WD518-3.65-1.214.850.50.0750.0752.40.70.21.40.216144.514280.21.517.4515.631.608982171WD519-3.65-1.20.84.850.
53、50.0750.0752.40.70.21.40.216144.514280.21.512.8511.641.328982171WD520-3.65-1.20.84.850.50.0750.0752.40.70.21.40.216144.514280.21.512.8511.641.328982171小計(jì)270.43270.43241.17241.1730.3330.33156015601652165232123212人人工工挖挖孔孔樁樁工工程程量量計(jì)計(jì)算算表表工程名稱：津發(fā)小區(qū)住宅樓樁基工程（二標(biāo)段）8#樓 第2頁(yè)樁樁編編號(hào)號(hào)樁樁號(hào)號(hào)設(shè)設(shè)計(jì)計(jì)樁樁頂頂標(biāo)標(biāo)高高(m)室室外外地地坪坪標(biāo)標(biāo)高高(m
54、)樁樁尺尺寸寸護(hù)護(hù)壁壁厚厚度度樁樁端端擴(kuò)擴(kuò)大大頭頭尺尺寸寸鋼鋼筋筋籠籠配配置置土土方方(m3)樁樁芯芯砼砼(m3)人人工工鑿鑿?fù)谕诳卓讟稑蹲o(hù)護(hù)壁壁(m3)鋼鋼筋筋籠籠(kg)樁樁芯芯直直徑徑D(m)樁樁凈凈長(zhǎng)長(zhǎng)H(m)樁樁端端入入持持力力層層深深度度H2 ma1(m)a2(m)樁樁直直徑徑D0(m)擴(kuò)擴(kuò)大大頭頭直直徑徑每每邊邊大大于于樁樁芯芯直直徑徑部部分分a(m)圓圓柱柱高高h(yuǎn)1(m)圓圓臺(tái)臺(tái)高高h(yuǎn)2(m)球球臺(tái)臺(tái)高高h(yuǎn)3(m)長(zhǎng)長(zhǎng)縱縱筋筋L1(m)加加勁勁筋筋螺螺旋旋筋筋LN(m)主主筋筋及及箍箍筋筋螺螺旋旋筋筋小小計(jì)計(jì)根根數(shù)數(shù)直直徑徑(mm)直直徑徑(mm)間間距距(m)直直徑徑(mm)
55、間間距距(m)WD521-3.65-1.214.850.50.0750.0752.40.70.21.40.216144.514280.21.511.009.421.608982171WD222-3.25-1.20.84.850.50.0750.0751.80.50.210.212144.514280.21.512.8511.641.326682149WD223-3.25-1.20.84.850.50.0750.0751.80.50.210.212144.514280.21.510.609.391.326682149WD224-3.25-1.20.84.850.50.0750.0751.80.5
56、0.210.212144.514280.21.510.609.391.326682149WD525-3.05-1.214.850.50.0750.0752.40.70.21.40.216144.514280.21.517.4515.631.608982171WD526-3.05-1.214.850.50.0750.0752.40.70.21.40.216144.514280.21.517.4515.631.608982171WD1027-2.35-1.20.85.750.50.0750.0751.10.150.20.30.212144.514280.21.58.947.741.56668214
57、9WD428-3.25-1.20.94.850.50.0750.0752.20.650.21.30.214144.514280.21.514.2112.721.467782160WD429-3.25-1.20.94.850.50.0750.0752.20.650.21.30.214144.514280.21.514.2112.721.467782160WD230-2.35-1.20.85.750.50.0750.0751.80.50.210.212144.514280.21.510.609.391.566682149WD731-2.35-1.21.25.750.50.0750.0752.90.
58、50.210.216164.514280.21.523.3720.812.2211784201WD432-2.35-1.20.95.750.50.0750.0752.20.650.21.30.214144.514280.21.514.2112.721.737782160Wd533-3.05-1.214.850.50.0750.0752.40.70.21.40.216144.514280.21.517.4515.631.608982171WD534-3.05-1.214.850.50.0750.0752.40.70.21.40.216144.514280.21.517.4515.631.6089
59、82171WD635-2.35-1.21.25.750.50.0750.0752.60.750.21.50.218144.514280.21.523.9421.382.2210082182WD236-2.35-1.20.85.750.50.0750.0751.80.50.210.212144.514280.21.510.609.391.566682149WD237-2.35-1.20.85.750.50.0750.0751.80.50.210.212144.514280.21.510.609.391.566682149WD438-3.25-1.20.94.850.50.0750.0752.20
60、.650.21.30.214144.514280.21.514.2112.721.467782160WD439-3.25-1.20.94.850.50.0750.0752.20.650.21.30.214144.514280.21.514.2112.721.467782160WD440-3.25-1.20.94.850.50.0750.0752.20.650.21.30.214144.514280.21.514.2112.721.467782160小計(jì)288.17288.17256.79256.7931.6631.66158815881650165032383238人人工工挖挖孔孔樁樁工工程程
61、量量計(jì)計(jì)算算表表工程名稱：津發(fā)小區(qū)住宅樓樁基工程（二標(biāo)段）8#樓 第3頁(yè)樁樁編編號(hào)號(hào)樁樁號(hào)號(hào)設(shè)設(shè)計(jì)計(jì)樁樁頂頂標(biāo)標(biāo)高高(m)室室外外地地坪坪標(biāo)標(biāo)高高(m)樁樁尺尺寸寸護(hù)護(hù)壁壁厚厚度度樁樁端端擴(kuò)擴(kuò)大大頭頭尺尺寸寸鋼鋼筋筋籠籠配配置置土土方方(m3)樁樁芯芯砼砼(m3)人人工工鑿鑿?fù)谕诳卓讟稑蹲o(hù)護(hù)壁壁(m3)鋼鋼筋筋籠籠(kg)樁樁芯芯直直徑徑D(m)樁樁凈凈長(zhǎng)長(zhǎng)H(m)樁樁端端入入持持力力層層深深度度H2 ma1(m)a2(m)樁樁直直徑徑D0(m)擴(kuò)擴(kuò)大大頭頭直直徑徑每每邊邊大大于于樁樁芯芯直直徑徑部部分分a(m)圓圓柱柱高高h(yuǎn)1(m)圓圓臺(tái)臺(tái)高高h(yuǎn)2(m)球球臺(tái)臺(tái)高高h(yuǎn)3(m)長(zhǎng)長(zhǎng)縱縱筋筋L1
62、(m)加加勁勁筋筋螺螺旋旋筋筋LN(m)主主筋筋及及箍箍筋筋螺螺旋旋筋筋小小計(jì)計(jì)根根數(shù)數(shù)直直徑徑(mm)直直徑徑(mm)間間距距(m)直直徑徑(mm)間間距距(m)WD641-2.35-1.21.15.750.50.0750.0752.60.750.21.50.218144.514280.21.513.3011.402.0610082182WD442-2.35-1.20.95.750.50.0750.0752.20.650.21.30.214144.514280.21.515.9614.471.737782160WD543-3.05-1.214.850.50.0750.0752.40.70.2
63、1.40.216144.514280.21.517.4515.631.608982171WD544-3.05-1.214.850.50.0750.0752.40.70.21.40.216144.514280.21.517.4515.631.608982171WD645-2.35-1.21.15.750.50.0750.0752.60.750.21.50.218144.514280.21.521.0518.882.0610082182WD346-3.35-1.20.84.850.50.0750.07520.60.21.20.212144.514280.21.511.3510.141.326682
64、149WD347-3.35-1.20.84.850.50.0750.07520.60.21.20.212144.514280.21.511.3510.141.326682149WD748-2.35-1.21.25.750.50.0750.0752.90.50.210.216164.514280.21.523.3720.812.2211784201WD749-2.35-1.21.25.750.50.0750.0752.90.50.210.216164.514280.21.523.3720.812.2211784201WD250-2.35-1.20.85.750.50.0750.0751.80.5
65、0.210.212144.514280.21.510.609.391.566682149WD251-2.35-1.20.85.750.50.0750.0751.80.50.210.212144.514280.21.510.609.391.566682149WD552-3.65-1.214.850.50.0750.0752.40.70.21.40.216144.514280.21.517.4515.631.608982171WD553-3.65-1.214.850.50.0750.0752.40.70.21.40.216144.514280.21.517.4515.631.608982171WD
66、554-3.65-1.214.850.50.0750.0752.40.70.21.40.216144.514280.21.517.4515.631.608982171WD555-3.65-1.214.850.50.0750.0752.40.70.21.40.216144.514280.21.517.4515.631.608982171WD256-3.25-1.20.84.850.50.0750.0751.80.50.210.212144.514280.21.510.609.391.326682149WD257-3.25-1.20.84.850.50.0750.0751.80.50.210.212144.514280.21.510.609.391.326682149WD258-3.25-1.20.84.850.50.0750.0751.80.50.210.212144.514280.21.510.609.391.326682149WD559-3.05-1.214.850.50.0750.0752.40.70.21.40.216144.514280.21.517.4515.631.6089
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