梁柱钢筋Word格式文档下载.docx

梁柱钢筋Word格式文档下载.docx

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393.2

0.888

349.2

L=（3+7-0.06）*2+32*12=2.26m

G=174

地下室墙板柱

XL

ф18

2.21

6

2

12

26.5

53

L=1.08+0.3+0.2+0.12+31*0.018-0.05=2.21m

G=6

8.84

17.68

L=2.21mG=2

1.7

24

40.8

36.2

L=1.65m

G=12

ф8

3.52

18

36

126.7

0.3946

50

L=（0.21+1.42）*2+32*8=3.52m

G=1.7/0.1+1=18

竖向钢筋（-0.6）

1.78

102

181.56

161.23

L=1.4+31*0.012=1.83m

2G=2（3.5+1.7-0.24）/100+1=102

水平

ф16

5.9

30

177

1.58

279.66

L=1.7+3.5+0.24-0.05+31*0.016=5.9m

2G=1.4/0.1+1=30

竖向钢筋（-0.19）

ф14

2.79

224.4

1.21

271.15

L=3.77-1.9-0.1-0.05+31*0.014+42*0.014=2.79m

2G=2（5/0.1+1）=102

5.8

208.8

252.65

L=1.7+3.5+0.24-0.05+31*0.014=5.8m

G=2[（3.77-1.9-0.1-0.05）/0.1+1]=36

-0.6竖向

3.95

118.5

105.23

L=3.77-0.6-0.1+31*0.012+42*0.012=3.95m

G=15*2=30

2.08

56

58.24

51.72

L=1.5+0.24+31*0.012-0.05=2.08m

G=56

2轴

5.56

66

366.96

325.86

L=5+0.24-0.5+31*0.012=5.56m

G=（3.7-0.5）/0.1+1=33

G=66

3轴

5.06

70

354.2

314.53

L=4.5+0.24-0.05+31*0.012=5.06m

G=2（3.7-0.12-0.1-0.05）/0.1+1=70

5

1.46

102.2

90.75

L=0.9+0.24-0.05+31*0.012=1.46m

1.36

95.2

84.54

L=0.8+0.24-0.05+32*0.012=1.36m

4.76

333.2

295.88

L=2.4+1.8+0.24-0.05+31*0.012=4.76m

7

11.16

781.2

693.71

L=5.4+5.2+0.24-0.05+31*0.012=11.16m

A

3.56

249.2

221.29

L=3+0.24-0.05+31*0.012=3.56m

B

4.56

319.2

283.45

L=4+0.24-0.05+31*0.012=4.56m

F

4.06

284.2

252.37

L=3.5+0.24-0.05+31*0.012=4.06m

G

L=1.8+2.7+0.24-0.05+31*0.012=5.06m

竖向

D-G

4.3

438.6

389.48

L=3.7-0.1-0.05-0.12+31*0.012+42*0.012=4.3m

G=102

2-4

90

387

343.66

L=4.3

G=（1.8+2.7）/0.1=45

2G=90

G-F

16

68.8

61.09

L=4.3m

G=2*0.8/0.1=16

4-7

4.32

302.4

268.53

L=3.7-0.1-0.1-0.05+31*0.012+42*0.012=4.32m

G=2*3.5/0.1=70

F-E

34

146.88

130.43

L=4.32m

G=2（1.8-0.12）/0.1=34

F-D

216

191.81

G=2*（2.4+0.12-0.05）/0.1=50

D-L

104

449.28

398.96

G=2*（5.2-0.05）/0.1=104

C-A

4.28

108

462.24

410.47

G=2*（5.4-0.05）/0.1=108

7-5

25.68

22.8

G=2*（3-0.05）/0.1=6

A-B

77.04

68.41

G=2*（0.9-0.05）/0.1=18

3-5

80

342.4

304.05

G=2*（4-0.05）/0.1=80

B-C

88

376.64

334.46

G=2*（4.5-0.12）/0.1=88

地下室柱及构造柱

GZ2a

4.42

15.7

L=3.77-0.07-0.1+42*0.012+26*0.012=4.42m

4.82

8

38.56

77.12

L=3.6+68*0.018=4.82m

ф6

3.98

25

99.5

0.222

22.089

210*490

L=（0.21+0.49）*2+32*0.006=1.59m

210*890

L=（0.21+0.89）*2+32*0.006=2.39m

箍筋加密区=1/6*3.2=0.53

G=0.53/0.1+1=7

2G=14

非加密区=3.2-1.06=2.14m

G=2.14/0.2=11

0.372

8.93

1.98

L=0.21+max（10d、75）*2+2d=0.372

GZIb

G=2*（0.6/0.2+1）=8

1.82

45.5

0.395

17.97

240*570

L=0.42+1.14+32*0.008=1.82m

4.46

0.99

GZ

4.55

18.2

22.02

L=3.6+68*0.014=4.55m

1.03

25.75

5.72

L=0.21*4+0.192=1.03m

GZ1a

19.28

L=（0.21+0.57）*2+32*0.008=1.82m

2.91

72.75

16.15

L=（0.47+0.89）*2+32*0.006=2.91m

一层柱（构造柱）

1轴GZ2

5.75

46

40.85

L=4.87+73*0.012=5.75m

G=8

1.55

52.7

11.7

L=（0.47+0.21）*2+32*0.006=1.55m

加密区G=1/6*4.87+1=92G=18

非加密区G=16G总=34

17

6.32

1.4

YGZ3

5.37

96.66

85.83

L=4.57+73*0.012=5.37m

G=18

6.69

227.46

50.5

L=（0.71+0.21）*2+32*0.006=2.03m

L=（0.62+0.21）*2+32*0.006=1.85m

L=（0.41+0.21）*2+32*0.006=1.49m

L=（0.21+0.37）*2+32*0.006=1.35m

L总=6.69m

4.62

36.96

73.92

L=3.23+0.07+73*0.018=4.62m

4.17

16.68

14.82

L=3.23+0.07+73*0.012=4.17m

3.7

92.5

82.14

L=（0.62+0.62+0.21+0.21）*2+64*0.006=3.7m

1/3轴GZ2a

4.24

42.4

37.65

L=3.23+0.07+72*0.012=4.24m

4.58

114.5

25.42

L=（0.21+0.21+0.49+1.19）*2+64*0.006=4.58m

4.31

17.24

20.86

7.69

61.52

74.44

L=6.3+0.07+73*0.018=7.69m

7.24

28.96

25.72

L=6.3+0.07+73*0.012=7.24m

3.91

195.5

43.40

L=（0.71+0.44+0.21+0.21）*2+64*0.006=3.91m

18.6

4.13

4轴GZ2

5.82

58.2

51.65

L=4.87+0.07+73*0.012=7.24m

3.88

131.92

29.29

L=（0.21+0.57）*2+32*0.012=1.94m

2L=3.88

12.65

2.82

YGZ1

86.88

77.15

3.5

175

38.85

L=（0.57+0.21）*2+32*0.006=1.75m

L=3.5

17.28

20.91

L=3.23+0.07+73*0.014=4.32m

L=（0.21+0.21）*2+32*0.06=1.03m

6轴GZ2

34.56

30.69

L=3.23+0.22+73*0.012=4.32m

97

21.54

7轴GZ2

72.4

64.29

176

39.07

L=（0.21+0.21+0.51+0.64）*2+64*0.006=3.52m

YGZa

7.33

58.64

70.95

L=3.23+0.07+73*0.014=7.31m

1.42

71

28.05

L=（0.37+0.21）*2+32*0.008=1.42m

7.31

29.24

35.38

51.5

11.43

A轴GZ

B轴

50.04

44.44

L=0.07+3.23+73*0.012=4.17m

2.33

58.25

12.93

L=（0.86+0.21）*2+32*0.006=2.33m

2.35

58.75

13.04

L=（0.86+0.21）*2+32*0.018=2.35m

C轴GZ1a

4.61

18.44

36.88

L=0.07+3.23+73*0.006=4.61m

4.23

16.92

15.02

L=0.07+3.23+73*0.012m

L=（0.57+0.21）*2+32*0.008=1.82m

D轴GZ1a

L=0.07+3.23+73*0.01