人工挖孔樁工程量計(jì)算表(含鋼筋籠計(jì)算)

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

2、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)WD21-3.25 1.20.89.70.50.075 0.0751.60.40.20.80.21214614280.21.59.988.782.6488103191WD22-3.25 1.20.89.70.50.075 0.0751.60.40.20.80.21214614280.21.59.988.782.6488103191WD25-3.25 1.20.89.70.50.075 0.075

3、1.60.40.20.80.21214614280.21.59.988.782.6488103191WD26-3.25 1.20.89.70.50.075 0.0751.60.40.20.80.21214614280.21.59.988.782.6488103191WD27-2.35 1.20.89.70.50.075 0.0751.60.40.20.80.21214614280.21.59.988.782.6488103191WD24-2.35 1.20.89.70.50.075 0.0751.60.40.20.80.21214614280.21.59.988.782.6488103191W

4、D113-2.35 1.20.89.70.50.075 0.0751.10.150.20.30.21214614280.21.58.947.742.6488103191WD38-2.35 1.20.89.70.50.075 0.07520.60.21.20.21214614280.21.511.3510.142.6488103191WD19-3.05 1.20.89.70.50.075 0.0751.60.40.20.80.21214614280.21.59.988.782.6488103191WD110-3.05 1.20.89.70.50.075 0.0751.60.40.20.80.21

5、214614280.21.59.988.782.6488103191WD111-3.25 1.20.89.70.50.075 0.0751.60.40.20.80.21214614280.21.59.988.782.6488103191WD112-3.25 1.20.89.70.50.075 0.0751.60.40.20.80.21214614280.21.59.988.782.6488103191WD113-3.25 1.20.89.70.50.075 0.0751.60.40.20.80.21214614280.21.59.988.782.6488103191Wd414-3.35 1.2

6、0.99.70.50.075 0.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD415-3.35 1.20.99.70.50.075 0.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD416-2.35 1.20.99.70.50.075 0.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD317-2.35 1.20.89.70.50.075 0.07520.60.21.20.2121

7、4614280.21.511.3510.142.6488103191WD318-2.35 1.20.89.70.50.075 0.07520.60.21.20.21214614280.21.511.3510.142.6488103191Wd519-3.65 1.219.70.50.075 0.0752.40.70.21.40.21614614280.21.517.4515.633.19118103221Wd520-3.65 1.219.70.50.075 0.0752.40.70.21.40.21614614280.21.517.4515.633.19118103221小計(jì)230.35230.

8、35204.14204.1454.7054.70186418642062206239263926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

9、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)WD321-2.35 1.20.89.70.50.075 0.07520.60.21.20.21214614280.21.511.3510.142.6488103191WD422-3.35 1.20.99.70.50.075 0.0752.20.650.21.30.21414614280.21.514

10、.2112.722.92103103206WD423-3.35 1.20.99.70.50.075 0.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD424-2.35 1.20.99.70.50.075 0.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD525-3.65 1.219.70.50.075 0.0752.40.70.21.40.21614614280.21.517.4515.633.19118103221WD526-3.65 1.219.7

11、0.50.075 0.0752.40.70.21.40.21614614280.21.517.4515.633.19118103221WD127-3.05 1.20.89.70.50.075 0.0751.60.40.20.80.21214614280.21.59.988.782.6488103191WD128-3.05 1.20.89.70.50.075 0.0751.60.40.20.80.21214614280.21.59.988.782.6488103191WD429-2.35 1.20.99.70.50.075 0.0752.20.650.21.30.21414614280.21.5

12、14.2112.722.92103103206WD430-2.35 1.20.99.70.50.075 0.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD431-3.35 1.20.99.70.50.075 0.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD432-3.35 1.20.99.70.50.075 0.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD433-2.35 1.

13、20.99.70.50.075 0.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD334-2.35 1.20.89.70.50.075 0.07520.60.21.20.21214614280.21.511.3510.142.6488103191WD435-3.05 1.20.99.70.50.075 0.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD436-3.05 1.20.99.70.50.075 0.0752.20.650.21.30.2141

14、4614280.21.514.2112.722.92103103206WD437-3.25 1.20.99.70.50.075 0.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD438-3.25 1.20.99.70.50.075 0.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD439-3.25 1.20.99.70.50.075 0.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206W

15、D140-3.05 1.20.89.70.50.075 0.0751.60.40.20.80.21214614280.21.59.988.782.6488103191小計(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

16、)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)WD141-3.05 1.20.89.70.50.075 0.075

17、1.60.40.20.80.21214614280.21.59.988.782.6488103191WD142-3.05 1.20.89.70.50.075 0.0751.60.40.20.80.21214614280.21.59.988.782.6488103191WD143-3.05 1.20.89.70.50.075 0.0751.60.40.20.80.21214614280.21.59.988.782.6488103191WD244-2.35 1.20.89.70.50.075 0.0751.80.50.210.21214614280.21.510.609.392.648810319

18、1WD445-3.35 1.20.99.70.50.075 0.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD446-3.35 1.20.99.70.50.075 0.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD347-2.35 1.20.89.70.50.075 0.07520.60.21.20.21214614280.21.511.3510.142.6488103191WD448-2.35 1.20.99.70.50.075 0.0752.20.

19、650.21.30.21414614280.21.514.2112.722.92103103206WD449-2.35 1.20.99.70.50.075 0.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD450-2.35 1.20.99.70.50.075 0.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD251-3.25 1.20.89.70.50.075 0.0751.80.50.210.21214614280.21.510.609.392.64

20、88103191WD252-3.25 1.20.89.70.50.075 0.0751.80.50.210.21214614280.21.510.609.392.6488103191WD253-3.25 1.20.89.70.50.075 0.0751.80.50.210.21214614280.21.510.609.392.6488103191WD254-3.25 1.20.89.70.50.075 0.0751.80.50.210.21214614280.21.510.609.392.6488103191WD355-2.35 1.20.89.70.50.075 0.07520.60.21.

21、20.21214614280.21.511.3510.142.6488103191WD356-2.35 1.20.89.70.50.075 0.07520.60.21.20.21214614280.21.511.3510.142.6488103191WD557-3.65 1.219.70.50.075 0.0752.40.70.21.40.21614614280.21.517.4515.633.19118103221WD558-3.65 1.219.70.50.075 0.0752.40.70.21.40.21614614280.21.517.4515.633.19118103221WD559

22、-3.65 1.219.70.50.075 0.0752.40.70.21.40.21614614280.21.517.4515.633.19118103221WD560-3.65 1.219.70.50.075 0.0752.40.70.21.40.21614614280.21.517.4515.633.19118103221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)

23、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 (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

24、(mm)間間距距(m)直直徑徑(mm)間間距距(m)WD461-3.35 1.20.99.70.50.075 0.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD462-3.35 1.20.99.70.50.075 0.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD563-2.35 1.219.70.50.075 0.0752.42.70.25.40.21614614280.21.527.0425.223.19118103221WD464-2.35 1.

25、20.99.70.50.075 0.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD465-2.35 1.20.99.70.50.075 0.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD466-3.35 1.20.99.70.50.075 0.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD467-3.35 1.20.99.70.50.075 0.0752.20.650.21.30.

26、21414614280.21.514.2112.722.92103103206Wd368-2.35 1.20.89.70.50.075 0.07520.60.21.20.21214614280.21.511.3510.142.6488103191WD269-2.35 1.20.89.70.50.075 0.0751.80.50.210.21214614280.21.510.609.392.6488103191WD1170-2.35 1.20.89.70.50.075 0.0751.10.150.20.30.21414614280.21.58.947.742.64103103206WD271-2

27、.35 1.20.89.70.50.075 0.0751.80.50.210.21414614280.21.510.609.392.64103103206WD472-3.25 1.20.99.70.50.075 0.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD473-3.25 1.20.99.70.50.075 0.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD274-2.35 1.20.89.70.50.075 0.0751.80.50.210.2

28、1214614280.21.510.609.392.6488103191WD475-3.25 1.20.99.70.50.075 0.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD476-3.05 1.20.99.70.50.075 0.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD477-3.05 1.20.99.70.50.075 0.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206

29、WD678-2.35 1.21.19.70.50.075 0.0752.60.750.21.50.21814614280.21.521.0518.883.47133103236WD879-2.35 1.21.39.70.50.075 0.0752.90.950.21.90.21616614280.21.529.6926.724.03155105259WD380-2.35 1.20.89.70.50.075 0.0751.80.60.21.20.21214614280.21.510.889.672.6488103191小計(jì)297.11297.11266.46266.4658.5958.59209

30、420942064206441584158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

31、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)WD1181-2.35 1.20.89.70.50.075 0.0751.10.150.20.30.21214614280.21.58.947.742.6488103191Wd482-3.05 1.20.99.70.50.075 0.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD48

32、3-3.05 1.20.99.70.50.075 0.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD784-2.35 1.21.29.70.50.075 0.0752.90.850.21.70.21616614280.21.525.8123.263.75155105259WD685-2.35 1.21.19.70.50.075 0.0752.60.750.21.50.21814614280.21.521.0518.883.47133103236WD486-3.05 1.20.99.70.50.075 0.0752.20.6

33、50.21.30.21414614280.21.514.2112.722.92103103206WD487-3.05 1.20.99.70.50.075 0.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD288-3.25 1.20.89.70.50.075 0.0751.80.50.210.21214614280.21.510.609.392.6488103191WD289-3.25 1.20.89.70.50.075 0.0751.80.50.210.21214614280.21.510.609.392.64881031

34、91WD290-3.25 1.20.89.70.50.075 0.0751.80.50.210.21214614280.21.510.609.392.6488103191WD591-3.65 1.219.70.50.075 0.0752.40.70.21.40.21614614280.21.517.4515.633.19118103221WD592-3.65 1.219.70.50.075 0.0752.40.70.21.40.21614614280.21.517.4515.633.19118103221WD593-3.65 1.219.70.50.075 0.0752.40.70.21.40

35、.21614614280.21.517.4515.633.19118103221WD594-3.65 1.219.70.50.075 0.0752.40.70.21.40.21614614280.21.517.4515.633.19118103221WD295-2.35 1.20.89.70.50.075 0.0751.80.50.210.21214614280.21.510.609.392.6488103191WD296-2.35 1.20.89.70.50.075 0.0751.80.50.210.21214614280.21.510.609.392.6488103191WD497-3.3

36、5 1.20.99.70.50.075 0.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD498-3.35 1.20.99.70.50.075 0.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD599-2.35 1.219.70.50.075 0.0752.40.70.21.40.21614614280.21.517.4515.633.19118103221WD4100-2.35 1.20.99.70.50.075 0.0752.20.650.21.3

37、0.21414614280.21.514.2112.722.92103103206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)

38、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)WD4101-2.35 1.20.99.70.50.075 0.0752.20.650.21.30.21414614280.21.514.2112.722.92103103206WD3102-3.

39、25 1.20.89.70.50.075 0.07520.60.21.20.21214614280.21.511.3510.142.6488103191WD3103-3.25 1.20.89.70.50.075 0.07520.60.21.20.21214614280.21.511.3510.142.6488103191WD2104-2.35 1.20.89.70.50.075 0.0751.80.50.210.21214614280.21.510.609.392.6488103191WD4105-2.35 1.20.99.70.50.075 0.0752.20.650.21.30.21414

40、614280.21.514.2112.722.92103103206WD3106-2.35 1.20.89.70.50.075 0.07520.60.21.20.21214614280.21.511.3510.142.6488103191WD9107-2.35 1.20.89.70.50.075 0.07510.10.20.20.21214614280.21.58.817.602.6488103191WD3108-3.25 1.20.89.70.50.075 0.07520.60.21.20.21214614280.21.511.3510.142.6488103191WD3109-3.25 1

41、.20.89.70.50.075 0.07520.60.21.20.21214614280.21.511.3510.142.6488103191WD10110-2.35 1.20.89.70.50.075 0.0751.20.20.20.40.21214614280.21.59.107.902.6488103191WD10111-2.35 1.20.89.70.50.075 0.0751.20.20.20.40.21214614280.21.59.107.902.6488103191WD9112-2.35 1.20.89.70.50.075 0.07510.10.20.20.212146142

42、80.21.58.817.602.6488103191WD10113-2.35 1.20.89.70.50.075 0.0751.20.20.20.40.21214614280.21.59.107.902.6488103191WD10114-2.35 1.20.89.70.50.075 0.0751.20.20.20.40.21214614280.21.59.107.902.6488103191WD9115-2.35 1.20.89.70.50.075 0.07510.10.20.20.21214614280.21.58.817.602.6488103191WD10116-2.35 1.20.

43、89.70.50.075 0.0751.20.20.20.40.21214614280.21.59.107.902.6488103191WD10117-2.35 1.20.89.70.50.075 0.0751.20.20.20.40.21214614280.21.59.107.902.6488103191WD9118-2.35 1.20.89.70.50.075 0.07510.10.20.20.21214614280.21.58.817.602.6488103191WD10119-2.35 1.20.89.70.50.075 0.0751.20.20.20.40.21214614280.2

44、1.59.107.902.6488103191WD10120-2.35 1.20.89.70.50.075 0.0751.20.20.20.40.21214614280.21.59.107.902.6488103191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

45、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)WD9121-2.35 1.20.89.70.50.075

46、0.07510.10.20.20.21214614280.21.57.046.032.6488103191WD10122-2.35 1.20.89.70.50.075 0.0751.20.20.20.41.21214614280.21.58.817.602.6488103191WD1123-2.35 1.20.89.70.50.075 0.0751.60.40.20.80.21214614280.21.59.988.782.6488103191WD10124-2.35 1.20.89.70.50.075 0.0751.20.20.20.40.21214614280.21.59.107.902.

47、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)樁樁芯芯砼砼(m3

48、)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 -1.20.84.850.50.075 0.0751.60.40.2

49、0.80.212144.514280.21.59.988.781.326682149WD12-3.25 -1.20.84.850.50.075 0.0751.60.40.20.80.212144.514280.21.59.988.781.326682149WD23-3.25 -1.20.84.850.50.075 0.0751.80.50.210.212144.514280.21.510.609.391.326682149WD24-3.25 -1.20.84.850.50.075 0.0751.80.50.210.212144.514280.21.510.609.391.326682149WD

50、25-3.25 -1.20.84.850.50.075 0.0751.80.50.210.212144.514280.21.510.609.391.326682149WD36-3.35 -1.20.85.750.50.075 0.07520.60.21.20.212144.514280.21.511.3510.141.566682149WD57-3.05 -1.214.850.50.075 0.0752.40.70.21.40.216144.514280.21.517.4515.631.608982171WD58-3.05 -1.214.850.50.075 0.0752.40.70.21.4

51、0.216144.514280.21.517.4515.631.608982171WD29-3.25 -1.20.84.850.50.075 0.0751.80.50.210.212144.514280.21.510.609.391.326682149WD210-3.25 -1.20.84.850.50.075 0.0751.80.50.210.212144.514280.21.510.609.391.326682149WD511-2.35 -1.215.750.50.075 0.0752.40.70.21.40.216144.514280.21.517.4515.631.898982171W

52、D312-2.35 -1.20.84.850.50.075 0.07520.60.21.20.212144.514280.21.511.3510.141.326682149WD313-3.35 -1.20.84.850.50.075 0.07520.60.21.20.212144.514280.21.511.3510.141.326682149WD714-2.35 -1.21.25.750.50.075 0.0752.90.50.210.216164.514280.21.523.3720.812.2211784201WD715-2.35 -1.21.25.750.50.075 0.0752.9

53、0.50.210.216164.514280.21.523.3720.812.2211784201WD216-2.35 -1.20.85.750.50.075 0.0751.80.50.210.212144.514280.21.510.609.391.566682149WD217-2.35 -1.20.85.750.50.075 0.0751.80.50.210.212144.514280.21.510.609.391.566682149WD518-3.65 -1.214.850.50.075 0.0752.40.70.21.40.216144.514280.21.517.4515.631.6

54、08982171WD519-3.65 -1.20.84.850.50.075 0.0752.40.70.21.40.216144.514280.21.512.8511.641.328982171WD520-3.65 -1.20.84.850.50.075 0.0752.40.70.21.40.216144.514280.21.512.8511.641.328982171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

55、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 (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

56、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)WD521-3.65 -1.214.850.50.075 0.0752.40.70.21.40.216144.514280.21.511.009.421.608982171WD222-3.25 -1.20.84.850.50.075 0.0751.80.50.210.212144.514280.21.512.8511.641.326682149WD223-3.25 -1.20.84.850.50.075 0.0751.80.50.210.212144.514280.21.510.609.391.326

57、682149WD224-3.25 -1.20.84.850.50.075 0.0751.80.50.210.212144.514280.21.510.609.391.326682149WD525-3.05 -1.214.850.50.075 0.0752.40.70.21.40.216144.514280.21.517.4515.631.608982171WD526-3.05 -1.214.850.50.075 0.0752.40.70.21.40.216144.514280.21.517.4515.631.608982171WD1027-2.35 -1.20.85.750.50.075 0.

58、0751.10.150.20.30.212144.514280.21.58.947.741.566682149WD428-3.25 -1.20.94.850.50.075 0.0752.20.650.21.30.214144.514280.21.514.2112.721.467782160WD429-3.25 -1.20.94.850.50.075 0.0752.20.650.21.30.214144.514280.21.514.2112.721.467782160WD230-2.35 -1.20.85.750.50.075 0.0751.80.50.210.212144.514280.21.

59、510.609.391.566682149WD731-2.35 -1.21.25.750.50.075 0.0752.90.50.210.216164.514280.21.523.3720.812.2211784201WD432-2.35 -1.20.95.750.50.075 0.0752.20.650.21.30.214144.514280.21.514.2112.721.737782160Wd533-3.05 -1.214.850.50.075 0.0752.40.70.21.40.216144.514280.21.517.4515.631.608982171WD534-3.05 -1.

60、214.850.50.075 0.0752.40.70.21.40.216144.514280.21.517.4515.631.608982171WD635-2.35 -1.21.25.750.50.075 0.0752.60.750.21.50.218144.514280.21.523.9421.382.2210082182WD236-2.35 -1.20.85.750.50.075 0.0751.80.50.210.212144.514280.21.510.609.391.566682149WD237-2.35 -1.20.85.750.50.075 0.0751.80.50.210.21