第9章桩基施工b第四章岩土工程b施工b图预算的编制.ppt

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1、9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b

2、b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b

3、9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b

4、b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b

5、9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b

6、b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 717 (a)(b) 9 b b b 9 b b b 导导导导 (mm)(mm) 桩桩桩桩 mm)mm) m)m) 连续连续连续连续 (m)(m) 桩顶桩顶桩顶桩顶 m)m) 200200 300300 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9

7、b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 桩长桩长桩长桩长 m)m) 2020 40 40 60 60 70 70 80 80 100 时间时间时间时间 h)h) 1.5 22 33 44 55 67 8 7-2 9 b b b 9 b b b PP(kN/m(kN/m 2 2) ) 75kN/m75kN/m 2 2 9 b b b 9 b b b c c kN/mkN/m 3 3 ), ), c c 24kN/m24kN/m 3 3 ww kN/mkN/m 3 3) ) ww 1010 12.5kN/m12.5kN/m 3 3 h h1 1

8、(m)(m) h h2 2 m);m); H H ww m),m), 9 b b b 9 b b b 7-10 h1 (m) h2 m); Hw m), HA 9 b b b 9 b b b 9 b b b 9 b b b 5.366.52m 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 7-12 12 34 56 7 9 b b b 9 b b b V(m3) 9 b b b 9 b b b h1Hc (m), h1 Hw w / c Hc h2h3h2 lmh30.30.5m 9 b b b 9 b b b ? ww/ / c c 3.97

9、m3 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 7-14 9 b b b 9 b b b F F d d 2 2 ( ( c c H H A A c c H Hw w- -w w H H ww ) ) H H ww - - (m)(m) H HA A (m)(m) ww (kN/m(kN/m 3 3) ) w w 10kN/m10kN/m 3 3 c c (kN /m(kN /m 3 3 ) ) 24kN/m24k

10、N/m 3 3 d d (m)(m) F F (kN)(kN) 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 7-15 12 34 5 6 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b (2)(2) 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b

11、b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 1 1 : : : : . . 9 b b b 9 b b b 3 3 : : 4 4 : : 5 5 : : , , 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b

12、b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9

13、b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 2 2 (m(m 3 3 ) ) 3 3 (m(m 3 3 ) ) 9 b b b 9 b b b 5 5 4 4 (t)(t) 6 6 (m(m 3 3 ) ) 7 7 8 8 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 4 4 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b

14、9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b MM =S=S d d +2L+2L +16+16 S S d d mm 2 2 L L,m,m 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 桩桩桩桩 积积积积 (m(m 2 2 ) ) 积积积积 (m(m 2 2 ) ) 间间间间 (m)(m) 积积积积 (

15、m(m 3 3 ) ) 积积积积 (m(m 3 3 ) ) K0+0001.502.0 K0+0502.501.05010075 K0+1003.501.805015070 K0+1504.002.0050187.595 K0+2006.003.0050250125 计计计计 687.5365 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b

16、9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 级钢级钢级钢级钢 强强级钢级钢级钢级钢 钢钢钢钢笼笼笼笼节节节节 层层层层为为为为为为为为 强强风风风风

17、为为为为风风风风 9 b b b 9 b b b (1) (1) 4-174-171818 (2) (2) 4-464-46 (3)(3) 4-414-41 (4)(4) 4-414-41 (5)(5) (6)(6) 4-464-46 (7)(7) 4-464-46 (8)(8) 3 3 (9)(9) 3 3 9 b b b 9 b b b 项项项项单单单单计计计计 1 1 砼砼砼砼 10m10m 3 3 2 2 钻钻钻钻10m10m 3 3 3 3 钻钻钻钻钻钻钻钻10m10m 3 3 4 4 钢钢钢钢笼笼笼笼 1818 1212强强 88 t t t t t t t t 5 5 浆浆浆浆

18、浆浆浆浆 计计计计 100m100m 3 3 100m100m 3 3 100m100m 3 3 6 6 浆浆浆浆10m10m 3 3 9 b b b 9 b b b 项项项项单单单单计计计计 1 1 砼砼砼砼10m10m 3 3 772.028772.028 2 2 钻钻钻钻10m10m 3 3 3 3 钻钻钻钻钻钻钻钻10m10m 3 3 4 4 钢钢钢钢笼笼笼笼 1818 1212强强 88 t t t t t t t t 5 5 浆浆浆浆 浆浆浆浆 计计计计 100m100m 3 3 100m100m 3 3 100m100m 3 3 6 6 浆浆浆浆10m10m 3 3 9 b b

19、b 9 b b b 项项项项单单单单计计计计 1 1 砼砼砼砼10m10m 3 3 772.028772.028 2 2 钻钻钻钻10m10m 3 3 65.70565.705 3 3 钻钻钻钻钻钻钻钻10m10m 3 3 4 4 钢钢钢钢笼笼笼笼 1818 1212强强 88 t t t t t t t t 5 5 浆浆浆浆 浆浆浆浆 计计计计 100m100m 3 3 100m100m 3 3 100m100m 3 3 6 6 浆浆浆浆10m10m 3 3 9 b b b 9 b b b 项项项项单单单单计计计计 1 1 砼砼砼砼10m10m 3 3 772.028772.028 2 2

20、钻钻钻钻10m10m 3 3 65.70565.705 3 3 钻钻钻钻钻钻钻钻10m10m 3 3 262.818262.818 4 4 钢钢钢钢笼笼笼笼 1818 1212强强 88 t t t t t t t t 5 5 浆浆浆浆 浆浆浆浆 计计计计 100m100m 3 3 100m100m 3 3 100m100m 3 3 6 6 浆浆浆浆10m10m 3 3 9 b b b 9 b b b 项项项项单单单单计计计计 1 1 砼砼砼砼10m10m 3 3 772.028772.028 2 2 钻钻钻钻10m10m 3 3 65.70565.705 3 3 钻钻钻钻钻钻钻钻10m10m

21、 3 3 262.818262.818 4 4 钢钢钢钢笼笼笼笼 1818 1212强强 88 t t t t t t t t 330.649330.649 258.714258.714 17.45317.453 54.48254.482 m=258.714+17.453+54.482=330.649tm=258.714+17.453+54.482=330.649t mm 1 1 =464.101.99810=464.101.99810-3 -3279=258.714t 279=258.714t mm 2 2 =70.450.88810=70.450.88810-3 -3279=17.453t

22、 279=17.453t mm 3 3 =494.370.39510=494.370.39510-3 -3279=54.482t 279=54.482t 5 5 浆浆浆浆 浆浆浆浆 计计计计 100m100m 3 3 100m100m 3 3 100m100m 3 3 6 6 浆浆浆浆10m10m 3 3 9 b b b 9 b b b 项项项项单单单单计计计计 1 1 砼砼砼砼10m10m 3 3 772.028772.028 2 2 钻钻钻钻10m10m 3 3 65.70565.705 3 3 钻钻钻钻钻钻钻钻10m10m 3 3 262.818262.818 4 4 钢钢钢钢笼笼笼笼

23、1818 1212强强 88 t t t t t t t t 330.649330.649 258.714258.714 17.45317.453 54.48254.482 m=258.714+17.453+54.482=330.649tm=258.714+17.453+54.482=330.649t mm 1 1 =464.101.99810=464.101.99810-3 -3279=258.714t 279=258.714t mm 2 2 =70.450.88810=70.450.88810-3 -3279=17.453t 279=17.453t mm 3 3 =494.370.3951

24、0=494.370.39510-3 -3279=54.482t 279=54.482t 5 5 浆浆浆浆 浆浆浆浆 计计计计 100m100m 3 3 100m100m 3 3 100m100m 3 3 4.84.8 4.1854.185 8.9858.985 V V1 1 = =长长长长 宽宽宽宽 =54212=480m =54212=480m 3 3 V V2 2 = =长长长长 宽宽宽宽 =6 0.5 0.5 279=418.5m =6 0.5 0.5 279=418.5m 3 3 6 6 浆浆浆浆10m10m 3 3 9 b b b 9 b b b 项项项项单单单单计计计计 1 1 砼

25、砼砼砼10m10m 3 3 772.028772.028 2 2 钻钻钻钻10m10m 3 3 65.70565.705 3 3 钻钻钻钻钻钻钻钻10m10m 3 3 262.818262.818 4 4 钢钢钢钢笼笼笼笼 1818 1212强强 88 t t t t t t t t 330.649330.649 258.714258.714 17.45317.453 54.48254.482 m=258.714+17.453+54.482=330.649tm=258.714+17.453+54.482=330.649t mm 1 1 =464.101.99810=464.101.99810-

26、3 -3279=258.714t 279=258.714t mm 2 2 =70.450.88810=70.450.88810-3 -3279=17.453t 279=17.453t mm 3 3 =494.370.39510=494.370.39510-3 -3279=54.482t 279=54.482t 5 5 浆浆浆浆 浆浆浆浆 计计计计 100m100m 3 3 100m100m 3 3 100m100m 3 3 4.84.8 4.1854.185 8.9858.985 V V1 1 = =长长长长 宽宽宽宽 =54212=480m =54212=480m 3 3 V V2 2 =

27、=长长长长 宽宽宽宽 =6 0.5 0.5 279=418.5m =6 0.5 0.5 279=418.5m 3 3 6 6 浆浆浆浆10m10m 3 3 1029.3711029.371 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 1930.401930.40 2275.372275.37 1207.291207.29 9 b b b 9 b b b 9 b b b 9 b b b 1544.321544.32 9 b b b 9 b b b 1544.321544.32 9 b b b 9 b b b 15

28、44.321544.32 204.04204.04 1071.081071.08 9 b b b 9 b b b 1544.321544.32 204.04204.04 1071.081071.08 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 规规规规 单单单单 计计计计 钢钢钢钢 t t 钢钢钢钢 t t 钢钢钢钢 t t 钢钢钢钢 t t 钢钢钢钢 t t 425#425# t t mm 3 3 砾砾砾砾mm 3 3 mm 3 3 9 b b b 9 b b b 单单单单 单单单单 备备备备 额单额单额单额单 实际单实际单实际单实际单 钢钢钢钢长长长长 场场场场 计计计计 钢钢钢钢 mm 3 3 计计计计 9 b b b 9 b b b 额额额额 额额额额费费费费 额额额额费费费费 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b 9 b b b

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