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1、匯匯總總表表序號清單項目構件單位數量1混凝土灌注樁混凝土灌注樁Z1m(733)混凝土灌注樁Z2m688混凝土灌注樁Z2am(1,490)混凝土灌注樁Z3m(1,791)混凝土灌注樁豎托樁m(78)混凝土灌注樁錨樁m1,022豎托樁m(110)2鉆土成孔鉆孔（Z1/錨樁）m102鉆孔（Z2/Z2a/Z3）m1,2413鋼筋級鋼筋kg5,170級鋼筋kg(56,764)級鋼筋kg86,908鋼套筒kg859序序號號項項目目類類型型倍倍數數連連數數長長(m)長長度度(m)(m)ABCE=A*B*C1混凝土灌注樁Z1鉆孔灌注樁(直徑800,樁長40m，C35)(18)1.0040.70(733)2混凝2、土灌注樁Z2鉆孔灌注樁(直徑700,樁長37m，C35)181.0038.206883混凝土灌注樁Z2a鉆孔灌注樁(直徑700,樁長37m，C35)(39)1.0038.20(1,490)4混凝土灌注樁Z3鉆孔灌注樁(直徑700,樁長40m，C35)(44)1.0040.70(1,791)5混凝土灌注樁錨樁鉆孔灌注樁(直徑800,樁長51.1m，C35)201.0051.101,0226混凝土灌注樁（豎托樁）鉆孔灌注樁(直徑800,樁長26m，C30)-31.0026.00-781鉆孔（Z1）鉆孔灌注樁成孔(直徑800m，樁頂標高-11.6m)(18)1.0051.10(920)2鉆孔（Z2）3、鉆孔灌注樁成孔(直徑700m，樁頂標高-11.1m)181.0047.608573鉆孔（Z2a）鉆孔灌注樁成孔(直徑700m，樁頂標高-11.1m)(39)1.0047.60(1,856)4鉆孔（Z3）鉆孔灌注樁成孔(直徑700m，樁頂標高-11.4m)441.0050.902,2405鉆孔（錨樁）鉆孔灌注樁成孔(直徑800m，樁頂標高-11.6m)201.0051.101,0225鉆孔（豎托樁）鉆孔灌注樁成孔(直徑800m，樁長26m，樁頂標高-11.3m)-31.0036.80-110 混凝土灌注樁Z1m-733混凝土灌注樁Z2m688混凝土灌注樁Z2am-1490混凝土灌注樁Z3m-174、91混凝土灌注樁錨樁m1022混凝土灌注樁（豎托樁）m-78鉆孔（Z1）m-920鉆孔（Z2）m857鉆孔（Z2a）m-1856鉆孔（Z3）m2240鉆孔（錨樁）m1022鉆孔（豎托樁）m-110G:wenkufile22023-10186c9315db-3ce5-4f98-b342-43f666e5189e65a93d2313d0bf75a25e04f0c7b99e67.xlspage2鋼鋼筋筋計計算算表表格格位置：灌注樁鋼筋長度計算II 級鋼級鋼位置/部位編號鋼筋編號鋼筋等級鋼筋類型鋼筋直徑對稱樁倍數配筋倍數直線長度錨固長度倍數錨固長度系數錨固長度搭接長度倍數搭接長度彎鉤長度單根鋼筋長度距5、離鋼筋根數鋼筋總長度12(m)16(m)18(m)25(m)25(m)28(m)mmmmmmmmmmmmmmmmNo.（m）0.8881.5792.0043.8543.8544.835保護層55.09,0004215灌注樁Z1主筋Ymb181(18)120,700-32,26827023,238-523.238-(2,091)-主筋Ymb181(18)140,700-53,78027044,750-544.750-(4,028)-加勁箍筋Yst121(18)12,168-3602,5282,000212.528(956)-灌注樁Z2主筋Ymb25118125,200-33,15037528,76、25-1128.725-5,688-主筋Ymb25118138,200-55,25037543,825-1143.825-8,677-加勁箍筋Yst1211811,854-3602,2142,000192.214757-灌注樁Z2a主筋Ymb251(39)125,200-33,15037528,725-1128.725-(12,323)-主筋Ymb251(39)138,200-55,25037543,825-1143.825-(18,801)-加勁箍筋Yst121(39)11,854-3602,2142,000192.214(1,641)-灌注樁Z3主筋Ymb16144120,700-32,07、1624022,956-522.956-5,050-主筋Ymb16144140,700-53,36024044,300-544.300-9,746-加勁箍筋Yst1214411,854-3602,2142,000212.2142,046-錨樁主筋Smb25120138,600-55,25037544,225-1144.225-9,730-主筋Smb25120151,600-66,30037558,275-1158.275-12,821-加勁箍筋Yst1212012,168-3602,5282,000212.5281,062-直直筋筋總總和和(m)(m)mb-14,796(6,119)(16,78、59)22,550-箍箍筋筋總總和和(m)(m)st1,269-直直筋筋總總和和(kg)(kg)mb-23,363(12,262)(64,589)86,908-箍箍筋筋總總和和(kg)(kg)st1,126-二級鋼筋（kg）(52,362)三級鋼筋（kg）86,908G:wenkufile22023-10186c9315db-3ce5-4f98-b342-43f666e5189e65a93d2313d0bf75a25e04f0c7b99e67.xlsPage 3鋼鋼筋筋計計算算表表格格位置：灌注樁鋼筋長度計算級位置/部位編號D鋼筋編號鋼筋等級鋼筋類型鋼筋直徑樁倍數倍數 直線長度錨固長度搭接個數9、搭接長度套筒個數彎鉤個數彎鉤長度單根鋼筋長度分布范圍鋼筋根數鋼筋總長度8(mm)mmmmmmmmno.mmno.no.mmmmmmmmNo.（m）0.395保護層554215灌注樁Z1800螺旋箍筋Rst8(18)12202-2,20235,9002001812.202(7,174)800螺旋加密Rst8(18)12195-2,1954,000100412.195(1,620)800彎鉤Rst8(18)1-4480480-10.480(9)800搭接Rst8(18)1-55 18,480-18,480118.480(333)灌注樁Z2700螺旋箍筋Rst81811889-1,88933,40010、2001671.8895,678700螺旋加密Rst81811881-1,8813,500100351.8811,185700彎鉤Rst8181-4480480-10.4809700搭接Rst8181-43 14,448-14,448-114.448260灌注樁Z2a700螺旋箍筋Rst8(39)11889-1,88933,4002001671.889(12,303)700螺旋加密Rst8(39)11881-1,8813,500100351.881(2,568)700彎鉤Rst8(39)1-4480480-10.480(19)700搭接Rst8(39)1-43 14,448-14,448-1111、4.448(563)灌注樁Z3700螺旋箍筋Rst84411889-1,88936,4002001821.88915,127700螺旋加密Rst84411881-1,8813,500100351.8812,897700彎鉤Rst8441-4480480-10.48021700搭接Rst8441-46 15,456-15,456-115.456680錨樁800螺旋箍筋Rst82012202-2,20247,6002002382.20210,482800螺旋加密Rst82012195-2,1954,000100402.1951,756800彎鉤Rst8201-4480480-10.4801080012、搭接Rst8201-69 23,184-23,184-123.184464直筋總和(m)mb箍筋總和(m)st13,980直筋總和(kg)mb箍筋總和(kg)st5,522一級鋼筋（kg）5,522G:wenkufile22023-10186c9315db-3ce5-4f98-b342-43f666e5189e65a93d2313d0bf75a25e04f0c7b99e67.xlsPage 4 序號位置構件名稱材質規格1厚度(mm0寬度（mm)長度(mm)單重(kg)數量倍數樁數總數總重(kg)備注1（型鋼規格）試樁頭套筒800鋼管Q235B-66-60071.571155357.84鋼管試樁13、頭套筒700鋼管Q335B-66-60062.691188501.50鋼管859.34859.34kgkgG:wenkufile22023-10186c9315db-3ce5-4f98-b342-43f666e5189e65a93d2313d0bf75a25e04f0c7b99e67.xlsPage 5鋼鋼筋筋計計算算表表格格位置：豎托樁下部配筋鋼筋長度計算II 級鋼級鋼位置/部位編號鋼筋編號鋼筋等級鋼筋類型鋼筋直徑對稱樁倍數配筋倍數直線長度錨固長度倍數錨固長度系數錨固長度搭接長度倍數搭接長度彎鉤長度單根鋼筋長度距離鋼筋根數鋼筋總長度12(m)18(m)25(m)25(m)28(m)mmmmm14、mmmmmmmmmmmNo.（m）0.8882.0043.8543.8544.835砼砼強強度度:C30:C30保護層45.09,0004415豎托樁主筋Ymb251-3126,000-33,30075030,050-1230.050-0-1,081.80-加勁箍筋Yst181-312,229-5402,76926,0002,000142.7690-116.30-直直筋筋總總和和(m)(m)mb-0-1,08200箍箍筋筋總總和和(m)(m)st0-116.30-直直筋筋總總和和(kg)(kg)mb-0-4,16900箍箍筋筋總總和和(kg)(kg)st0-233.06-二級鋼筋（kg)-4,15、4020G:wenkufile22023-10186c9315db-3ce5-4f98-b342-43f666e5189e65a93d2313d0bf75a25e04f0c7b99e67.xlsPage 6鋼鋼筋筋計計算算表表格格位置：豎托樁下部配筋鋼筋長度計算級位置/部位編號D鋼筋編號鋼筋等級鋼筋類型鋼筋直徑樁倍數倍數 直線長度錨固長度搭接個數搭接長度套筒個數彎鉤個數彎鉤長度單根鋼筋長度分布范圍鋼筋根數鋼筋總長度8(mm)mmmmmmmmno.mmno.no.mmmmmmmmNo.（m）0.395保護層459,0004415豎托樁800螺旋箍筋Rst8(3)12265-2,26526,0002001312.265-890800彎鉤Rst8(3)1-2240240-10.240-1800搭接Rst8(3)1-3411,968-11,968-111.968-36直筋總和(m)mb箍筋總和(m)st-891直筋總和(kg)mb箍筋總和(kg)st-352一級鋼筋（kg）-352G:wenkufile22023-10186c9315db-3ce5-4f98-b342-43f666e5189e65a93d2313d0bf75a25e04f0c7b99e67.xlsPage 7