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文檔簡介
平均
回彈值
Rm
0
0..5
1.0
20.0
10.3
10.1
測區(qū)混凝土強度換算表測區(qū)混凝土強度換算值
f
c
(MPa)
cu,i
平均碳化深度值dm （mm）
1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 ≥6
20.2
10.5
10.3
10.0
20.4
10.7
10.5
10.2
20.6
11.0
10.8
10.4
10.1
20.8
11.2
11.0
10.6
10.3
21.0
11.4
11.2
10.8
10.5
10.0
21.2
11.6
11.4
11.0
10.7
10.2
21.4
11.8
11.6
11.2
10.9
10.4
10.0
21.6
12.0
11.8
11.4
11.0
10.6
10.2
21.8
12.3
12.1
11.7
11.3
10.8
10.5
10.1
22.0
12.5
12.2
11.9
11.5
11.0
10.6
10.2
22.2
12.7
12.4
12.1
11.7
11.2
10.8
10.4
10.0
22.4
13.0
12.7
12.4
12.0
11.4
11.0
10.7
10.3
10.0
22.6
13.2
12.9
12.5
12.1
11.6
11.2
10.8
10.4
10.2
22.8
13.4
13.1
12.7
12.3
11.8
11.4
11.0
11.6
10.3
23.0
13.7
13.4
13.0
12.6
12.1
11.6
11.2
10.8
10.5
10.1
23.2
13.9
13.6
13.2
12.8
12.2
11.8
11.4
11.0
10.7
10.6
10.0
23.4
14.1
13.8
13.4
13.0
12.4
12.0
11.6
11.2
10.9
10.4
10.2
23.6
14.4
14.1
13.7
13.2
12.7
12.2
11.8
11.4
11.1
10.7
10.4
10.1
23.8
14.6
14.3
13.9
13.4
12.8
12.4
12.0
11.5
11.2
10.8
10.5
10.2
24.0
14.9
14.6
14.2
13.7
13.1
12.7
12.2
11.8
11.5
11.0
10.7
10.4
10.1
24.2
15.1
14.8
14.3
13.9
13.3
12.8
12.4
11.9
11.6
11.2
10.9
10.6
10.3
24.4
15.4
15.1
14.6
14.2
13.6
13.1
12.6
12.2
11.9
11.4
11.1
10.8
10.4
24.6
15.6
15.3
14.8
14.4
13.7
13.3
12.8
12.3
12.0
11.5
11.2
10.9
10.6
24.8
15.9
15.6
15.1
14.6
14.0
13.5
13.0
12.6
12.2
11.8
11.4
11.1
10.7
25.0
16.2
15.9
15.4
14.9
14.3
13.8
13.3
12.8
12.5
12.0
11.7
11.3
10.9
25.2
16.4
16.1
15.6
15.1
14.4
13.9
13.4
13.0
12.6
12.1
11.8
11.5
11.0
25.4
16.7
16.4
15.9
15.4
14.7
14.2
13.7
13.2
12.9
12.4
12.0
11.7
11.2
25.6
16.9
16.6
16.1
15.7
14.9
14.4
13.9
13.4
13.0
12.5
12.2
11.8
11.3
25.8
17.2
16.9
16.3
15.8
15.1
14.6
14.1
13.6
13.2
12.7
12.4
12.0
11.5
26.0
17.5
17.2
16.6
16.1
15.4
14.9
14.4
13.8
13.5
13.0
12.6
12.2
11.6
26.2
17.8
17.4
16.9
16.4
15.7
15.1
14.6
14.0
13.7
13.2
12.8
12.4
11.8
26.4
18.0
17.6
17.1
16.6
15.8
15.3
14.8
14.2
13.9
13.3
13.0
12.6
12.0
26.6
18.3
17.9
17.4
16.8
16.1
15.6
15.0
14.4
14.1
13.5
13.2
12.8
12.1
26.8
18.6
18.2
17.7
17.1
16.4
15.8
15.3
14.6
14.3
13.8
13.4
12.9
12.3
27.0
18.9
18.5
18.0
17.4
16.6
16.1
15.5
14.8
14.6
14.0
13.6
13.1
12.4
27.2
19.1
18.7
18.1
17.6
16.8
16.2
15.7
15.0
14.7
14.1
13.8
13.3
12.6
平均
測區(qū)混凝土強度換算值
回彈
續(xù)表
f
c
(MPa)
cu,i
值 平均碳化深度值dm（mm）
Rm
0
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
5.5
≥6
27.4
19.4
19.0
18.4
17.8
17.0
16.4
15.9
15.2
14.9
14.3
14.0
13.4
12.7
27.6
19.7
19.3
18.7
18.0
17.2
16.6
16.1
15.4
15.1
14.5
14.1
13.6
12.9
27.8
20.0
19.6
19.0
18.2
17.4
16.8
16.3
15.6
15.3
14.7
14.2
13.7
13.0
28.0
20.3
19.7
19.2
18.4
17.6
17.0
16.5
15.8
15.4
14.8
14.4
13.9
13.2
28.2
20.6
20.0
19.5
18.6
17.8
17.2
16.7
16.0
15.6
15.0
14.6
14.0
13.3
28.4
20.9
20.3
19.7
18.8
18.0
17.4
16.9
16.2
15.8
15.2
14.8
14.2
13.5
28.6
21.2
20.6
20.0
19.1
18.2
17.6
17.1
16.4
16.0
15.4
15.0
14.3
13.6
28.8
21.5
20.9
20.2
19.4
18.5
17.8
17.3
16.6
16.2
15.6
15.2
14.5
13.8
29.0
21.8
21.1
20.5
19.6
18.7
18.1
17.5
16.8
16.4
15.8
15.4
14.6
13.9
29.2
22.1
21.4
20.8
19.9
19.0
18.3
17.7
17.0
16.6
16.0
15.6
14.8
14.1
29.4
22.4
21.7
21.1
20.2
19.3
18.6
17.9
17.2
16.8
16.2
15.8
15.0
14.2
29.6
22.7
22.0
21.3
20.4
19.5
18.8
18.2
17.5
17.0
16.4
16.0
15.1
14.4
29.8
23.0
22.3
21.6
20.7
19.8
19.1
18.4
17.7
17.2
16.6
16.2
15.3
14.5
30.0
23.3
22.6
21.9
21.0
20.0
19.3
18.6
17.9
17.4
16.8
16.4
15.4
14.7
30.2
23.6
22.9
22.2
21.2
20.3
19.6
18.9
18.2
17.6
17.0
16.6
15.6
14.9
30.4
23.9
23.2
22.5
21.5
20.6
19.8
19.1
18.4
17.8
17.2
16.8
15.8
15.1
30.6
24.3
23.6
22.8
21.9
20.9
20.2
19.4
18.7
18.0
17.5
17.0
16.0
15.2
30.8
24.6
23.9
23.1
22.1
21.2
20.4
19.7
18.9
18.2
17.7
17.2
16.2
15.4
31.0
24.9
24.2
23.4
22.4
21.4
20.7
19.9
19.2
18.4
17.9
17.4
16.4
15.5
31.2
25.2
24.4
23.7
22.7
21.7
20.9
20.2
19.4
18.6
18.1
17.6
16.6
15.7
31.4
25.6
24.8
24.1
23.0
22.0
21.2
20.5
19.7
18.9
18.4
17.8
16.9
15.8
31.6
25.9
25.1
24.3
23.3
22.3
21.5
20.7
19.9
19.2
18.6
18.0
17.1
16.0
31.8
26.2
25.4
24.6
23.6
22.5
21.7
21.0
20.2
19.4
18.9
18.2
17.3
16.2
32.0
26.5
25.7
24.9
23.9
22.8
22.0
21.2
20.4
19.6
19.1
18.4
17.5
16.4
32.2
26.9
26.1
25.3
24.2
23.1
22.3
21.5
20.7
19.9
19.4
18.6
17.7
16.6
32.4
27.2
26.4
25.6
24.5
23.4
22.6
21.8
20.9
20.1
19.6
18.8
17.9
16.8
32.6
27.6
26.8
25.9
24.8
23.7
22.9
22.1
20.4
21.3
20.4
19.9
18.1
17.0
32.8
27.9
27.1
26.2
25.1
24.0
23.2
22.3
21.5
20.6
20.1
19.2
18.3
17.2
33.0
28.2
27.4
26.5
25.4
24.3
23.4
22.6
21.7
20.9
20.3
19.4
18.5
17.4
33.2
28.6
27.7
26.8
25.7
24.6
23.7
22.9
22.0
21.2
20.5
19.6
18.7
17.6
33.4
28.9
28.0
27.1
26.0
24.9
24.0
23.1
22.3
21.4
20.7
19.8
18.9
17.8
33.6
29.3
28.4
27.4
26.4
25.2
24.2
23.3
22.6
21.7
20.9
20.0
19.1
18.0
33.8
29.6
28.7
27.7
26.6
25.4
24.4
23.5
22.8
21.9
21.1
20.2
19.3
18.2
34.0
30.0
29.1
28.0
26.8
25.6
24.6
23.7
23.0
22.1
21.3
20.4
19.5
18.3
34.2
30.3
29.4
28.3
27.0
25.8
24.8
23.9
23.2
22.3
21.5
20.6
19.7
18.4
34.4
30.7
29.8
28.6
27.2
26.0
25.0
24.1
23.4
22.5
21.7
20.8
19.8
18.6
34.6
31.1
30.2
28.9
27.4
26.2
25.2
24.3
23.6
22.7
21.9
21.0
20.0
18.8
34.8
31.4
30.5
29.2
27.6
26.4
25.4
24.5
23.8
22.9
22.1
21.2
20.2
19.0
續(xù)表
平均
回彈值
測區(qū)混凝土強度換算值
平均碳化深度值
f
dm
c
(MPa)
cu,i
（mm）
Rm
0
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
5.5
≥6
35.0
31.8
30.8
29.6
28.0
26.7
25.8
24.8
24.0
23.2
22.3
21.4
20.4
19.2
35.2
32.1
31.1
29.9
28.2
27.0
26.0
25.0
24.2
23.4
22.5
21.6
20.6
19.4
35.4
32.5
31.5
30.2
28.6
27.3
26.3
25.4
24.4
23.7
22.8
21.8
20.8
19.6
35.6
32.9
30.9
30.6
29.0
27.6
26.6
25.7
24.7
24.0
23.0
22.0
21.0
19.8
35.8
33.3
32.3
31.0
29.3
28.0
27.0
26.0
25.0
24.3
23.3
22.2
21.2
20.0
36.0
33.6
32.6
31.2
29.6
28.2
27.2
26.2
25.2
24.5
23.5
22.4
21.4
20.2
36.2
34.0
33.0
31.6
29.9
28.6
27.5
26.5
25.5
24.8
23.8
22.6
21.6
20.4
36.4
34.4
33.4
32.0
30.3
28.9
27.9
26.8
25.8
25.1
24.1
22.8
21.8
20.6
36.6
34.8
33.8
32.4
30.6
29.2
28.2
27.1
26.1
25.4
24.4
23.0
22.0
20.9
36.8
35.2
34.1
32.7
31.0
29.6
28.5
27.5
26.4
25.7
24.6
23.2
22.2
21.1
37.0
35.5
34.4
33.0
31.2
29.8
28.8
27.7
26.6
25.9
24.8
23.4
22.4
21.3
37.2
35.9
34.8
33.4
31.6
30.2
29.1
28.0
26.9
26.2
25.1
23.7
22.6
21.5
37.4
36.3
35.2
33.8
31.9
30.5
29.4
28.3
27.2
26.5
25.4
24.0
22.9
21.8
37.6
36.7
35.6
34.1
32.3
30.8
29.7
28.6
27.5
26.8
25.7
24.2
23.1
22.0
37.8
37.1
36.0
34.5
32.6
31.2
30.0
28.9
27.8
27.1
26.0
24.5
23.4
22.3
38.0
37.5
36.4
34.9
33.0
31.5
30.3
29.2
28.1
27.4
26.2
24.8
23.6
22.5
38.2
37.9
36.8
35.2
33.4
31.8
30.6
29.5
28.4
27.7
26.5
25.0
23.9
22.7
38.4
38.3
37.2
35.6
33.7
32.1
30.9
29.8
28.7
28.0
26.8
25.3
24.1
23.0
38.6
38.7
37.5
36.0
34.1
32.4
31.2
30.1
29.0
28.3
27.0
25.5
24.4
23.2
38.8
39.1
37.9
36.4
34.4
32.7
31.5
30.4
29.3
28.5
27.2
25.8
24.6
23.5
39.0
39.5
38.2
36.7
34.7
33.0
31.8
30.6
29.6
28.8
27.4
26.0
24.8
23.7
39.2
39.9
38.5
37.0
35.0
33.3
32.1
30.8
29.8
29.0
27.6
26.2
25.0
24.0
39.4
40.3
38.8
37.3
35.3
33.6
32.4
31.0
30.0
29.2
27.8
26.4
25.2
24.2
39.6
40.7
39.1
37.6
35.6
33.9
32.7
31.2
30.2
29.2
28.8
26.6
25.4
24.4
39.8
41.2
39.6
38.0
35.9
34.2
33.0
31.4
30.5
29.7
28.2
26.8
25.6
24.7
40.0
41.6
39.9
38.3
36.2
34.5
33.3
31.7
30.8
30.0
28.4
27.0
25.8
25.0
40.2
42.0
40.3
38.6
36.5
34.8
33.6
32.0
31.1
30.2
28.6
27.3
26.0
25.2
40.4
42.4
40.7
39.0
36.9
35.1
33.9
32.3
31.4
30.5
28.8
27.6
26.2
25.4
40.6
42.8
41.1
39.4
37.2
35.4
34.2
32.6
31.7
30.8
29.1
27.8
26.5
25.7
40.8
43.3
41.6
39.8
37.7
32.7
34.5
32.9
32.0
31.2
29.4
28.1
26.8
26.0
41.0
43.7
42.0
40.2
38.0
36.0
34.8
33.2
32.3
31.5
29.7
28.4
27.1
26.2
41.2
44.1
42.3
40.6
38.4
36.3
35.1
33.5
32.6
31.8
30.0
28.7
27.3
26.5
41.4
44.5
42.7
40.9
38.7
36.6
35.4
33.8
32.9
32.0
30.3
28.9
276
26.7
41.6
45.0
43.2
41.4
39.2
36.9
35.7
34.2
33.3
32.4
30.6
29.2
27.9
27.2
41.8
45.4
43.6
41.4
39.5
37.2
36.0
34.5
33.6
32.7
30.9
29.5
28.1
27.2
42.0
45.9
44.1
42.2
39.9
37.6
36.3
34.9
34.0
33.0
31.2
29.8
28.5
27.5
42.2
46.3
44.4
42.6
40.3
38.0
36.6
35.2
34.3
33.3
31.5
30.1
28.7
27.8
42.4
46.7
44.8
43.0
40.6
38.3
36.9
35.5
34.6
33.6
31.8
30.4
29.0
28.0
平均
測區(qū)混凝土強度換算值
回彈
續(xù)表
f
c
MPa
( )
cu,i
值 平均碳化深度值dm （mm）
Rm
0
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
5.5
≥6
42.6
47.2
45.3
43.4
41.1
38.7
37.3
35.9
34.9
34.0
32.1
30.7
29.3
28.3
42.8
47.6
45.7
43.8
41.4
39.0
37.6
36.2
35.2
34.3
32.4
30.9
29.5
28.6
43.0
48.1
46.2
44.2
41.8
39.4
28.0
36.6
35.6
34.6
32.7
31.3
29.8
28.9
43.2
48.5
46.6
44.6
42.2
39.8
38.3
36.9
35.9
34.9
33.0
31.5
30.1
29.1
43.4
49.0
47.0
45.1
42.6
40.2
38.7
37.2
36.3
35.3
33.3
31.8
30.4
29.4
43.6
49.4
47.4
45.4
43.0
40.5
39.0
37.5
36.6
35.6
33.6
32.1
30.6
29.6
43.8
49.9
47.9
45.9
43.4
40.9
39.4
37.9
36.9
35.9
33.9
32.4
30.9
29.9
44.0
50.4
48.4
46.4
43.8
41.3
39.8
38.3
37.3
36.3
34.3
32.8
31.2
30.2
44.2
50.8
48.8
46.7
44.2
41.7
40.1
38.6
37.6
36.6
34.5
33.0
31.5
30.5
44.4
51.3
49.2
47.2
44.6
42.1
40.5
39.0
38.0
36.9
34.9
33.3
31.8
30.8
44.6
51.7
49.6
47.6
45.0
42.4
40.8
39.3
38.3
37.2
35.2
33.6
32.1
31.0
44.8
52.2
50.1
48.0
45.4
42.8
41.2
39.7
38.6
37.6
35.5
33.9
32.4
31.3
45.0
52.7
50.6
58.5
45.8
43.2
41.6
40.1
39.0
37.9
35.8
34.4
32.7
31.6
45.2
53.2
51.1
48.9
46.3
43.6
42.0
40.4
39.4
38.3
36.2
34.6
33.0
31.9
45.4
53.6
51.5
49.4
46.6
44.0
42.3
40.7
39.7
38.6
36.4
34.8
33.2
32.2
45.6
54.1
51.9
49.8
47.1
44.4
42.7
41.1
40.0
39.0
36.8
35.2
33.5
32.5
45.8
54.6
52.4
50.2
47.5
44.8
43.1
41.5
40.4
39.3
37.1
35.5
33.9
32.8
46.0
55.0
52.8
50.6
47.9
45.2
43.5
41.9
40.8
39.7
37.5
35.8
34.2
33.1
46.2
55.5
53.3
51.1
48.3
45.5
43.8
42.2
41.1
40.0
37.7
36.1
34.4
33.3
46.4
56.0
53.8
51.5
48.7
45.9
44.2
42.6
41.4
40.3
38.1
36.4
34.7
33.6
46.6
56.5
54.2
52.0
49.2
46.3
44.6
42.9
41.8
40.7
38.4
36.7
35.0
33.9
46.8
57.0
54.5
52.4
49.6
46.7
45.0
43.3
42.2
41.0
38.8
37.0
35.3
34.2
47.0
57.5
55.2
52.9
50.0
47.2
45.2
43.7
42.6
41.4
39.1
37.4
35.6
34.5
47.2
58.0
55.7
53.4
50.5
47.6
45.8
44.1
42.9
41.8
39.4
37.7
36.0
34.8
47.4
58.5
56.2
53.8
50.9
48.0
46.2
44.5
43.3
42.1
39.8
38.0
36.3
35.1
47.6
59.0
56.6
54.3
51.3
48.4
46.6
44.8
43.7
42.5
40.1
38.4
36.6
35.4
47.8
59.5
57.1
54.7
51.8
48.8
47.0
45.2
44.0
42.8
40.5
38.7
36.9
35.7
48.0
60.0
57.6
55.2
52.2
49.2
47.4
45.6
44.4
43.2
40.8
39.0
37.2
36.0
48.2
58.0
55.7
52.6
49.6
47.8
46.0
44.8
43.6
41.1
39.3
37.5
36.3
48.4
58.6
56.1
53.1
50.0
48.2
46.4
45.1
43.9
41.5
39.6
37.8
36.6
48.6
59.0
56.6
53.5
50.4
48.6
46.7
45.5
44.3
41.8
40.0
38.1
36.9
48.8
59.5
57.1
54.0
50.9
49.0
47.1
45.9
44.6
42.2
40.3
38.4
37.2
49.0
60.0
57.5
54.4
51.3
49.4
47.5
46.2
45.0
42.5
40.6
38.8
37.5
49.2
58.0
54.8
51.7
49.8
47.9
46.6
45.4
42.8
41.0
39.1
37.8
49.4
58.5
55.3
52.1
50.2
48.3
47.1
45.8
43.2
41.3
39.4
38.2
49.6
58.9
55.7
52.5
50.6
48.7
47.4
46.2
43.6
41.7
39.7
38.5
49.8
59.4
56.2
53.3
51.0
49.1
47.8
46.5
43.9
42.0
40.1
38.8
50.0
59.9
56.7
53.4
51.4
49.5
48.2
46.9
44.3
42.3
40.4
39.1
平均
測區(qū)混凝土強度換算值
回彈
續(xù)表
f
c
MPa
( )
cu,i
值 平均碳化深度值dm （mm）
Rm
0
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
5.5
≥6
50.2
57.1
53.8
51.9
49.9
48.5
47.2
44.6
42.6
40.7
39.4
50.4
57.6
54.3
52.3
50.3
49.0
47.7
45.0
43.0
41.0
39.7
50.6
58.0
54.7
52.7
50.7
49.4
48.0
45.4
43.4
41.4
40.0
50.8
58.5
55.1
53.1
51.1
49.8
48.4
45.7
43.7
41.7
40.3
51.0
59.0
55.6
53.5
51.5
50.1
48.8
46.1
44.1
42.0
40.7
51.2
59.4
56.0
54.0
51.9
50.5
49.2
46.4
44.4
42.3
41.0
51.4
59.9
56.4
54.4
52.3
50.9
49.6
46.8
44.7
42.7
41.3
51.6
56.9
54.8
52.7
51.3
50.0
47.2
45.1
43.0
41.6
51.8
57.3
55.2
53.1
51.7
50.3
47.5
45.4
43.3
41.8
52.0
57.8
55.7
53.6
52.1
50.7
47.9
45.8
43.7
42.3
52.2
58.2
56.1
54.0
52.5
51.1
48.3
46.2
44.0
42.6
52.4
58.7
56.5
54.4
53.0
51.5
48.7
46.5
44.4
43.0
52.6
59.1
57.0
54.8
53.4
51.9
49.0
46.9
44.7
43.3
52.8
59.6
57.4
55.2
53.8
52.3
49.4
47.3
45.1
43.6
53.0
60.0
57.8
55.6
54.2
52.7
49.8
47.6
45.4
43.9
53.2
58.3
56.1
54.6
53.1
50.2
48.0
45.8
44.3
53.4
58.7
56.5
55.0
53.5
50.5
48.3
46.1
44.6
53.6
59.2
56.9
55.4
53.9
50.9
48.7
46.4
44.9
53.8
59.6
57.3
55.8
54.3
51.3
49.0
46.8
45.3
54.0
57.8
56.3
54.7
51.7
49.4
47.
48.6
54.2
58.2
56.7
55.1
52.1
49.8
47.5
46.0
54.4
58.6
57.1
55.6
52.5
50.2
47.9
46.3
54.6
59.1
57.5
56.0
52.9
50.5
48.2
46.6
54.8
59.5
57.9
56.4
53.2
50.9
58.5
47.0
55.0
59.9
58.4
56.8
53.6
51.3
48.9
47.3
55.2
58.8
57.2
54.0
51.6
49.3
47.7
55.4
59.2
57.6
54.4
52.0
49.6
48.0
55.6
59.7
58.0
54.8
52.4
50.0
48.4
55.8
58.5
55.2
52.8
50.3
48.7
56.0
58.9
55.6
53.2
50.7
49.1
56.2
59.3
56.0
53.5
51.1
49.4
56.4
59.7
56.4
53.9
51.4
49.8
56.6
56.8
54.3
51.8
50.1
56.8
57.2
54.7
52.2
50.5
57.0
57.6
55.1
52.5
50.8
57.2
58.0
55.5
52.9
51.2
57.4
58.4
55.9
53.3
51.6
57.6
58.9
56.3
53.7
51.9
平均
測區(qū)混凝土強度換算值
回彈
續(xù)表
f
c
MPa
( )
cu,i
值
平均碳化深度值
dm
（mm）
Rm
0
0.5
1.0
1.5 2.0 2.5
3.0
3.5 4.0
4.5
5.0 5.5
≥6
57.8
59.3
56.7 54.0
52.3
58.0
59.7
57.0 54.4
52.7
58.2
57.4 54.8
53.0
58.4
57.8 55.2
53.4
58.6
58.2 55.6
53.8
58.8
58.6 55.9
54.1
59.0
59.0 56.3
54.5
59.2
59.4 56.7
54.9
59.4
59.8 57.1
55.2
59.9
57.5
55.6
59.8
57.9
56.0
60.0
58.3
56.4
泵送混凝土測區(qū)混凝土強度換算值的修正值
碳化深度值
（mm）
抗 壓 強 度
（MPa）
c
0.1；0.5；1.0 fcu（MPa） ≤40.0 45.0 50.0 55.0～60.0
K（MPa） +4.5 +3.0 +1.5 0.0
1.5；2.0
c
f
(MPa)
cu
≤30.0 35.0 40.0～60.0
K（MPa） +3.0 +1.5 0.0
c
注：表中未列入的 f
值可用內插法求得其修正值，精確至 0.1MPa。
cu,i
非水平狀態(tài)檢測時的回彈值修正值
Rma
向
檢
上
測
角
度
向
下
0
90
0
60
0
45
0
30
—30
－45
－60
－90
20
－6.0
－5.0
－4.0
－3.0
+2.5
+3.0
+3.5
+4.0
21
－5.9
－4.9
－4.0
－3.0
+2.5
+3.0
+3.5
+4.0
22
－5.8
－4.8
－3.9
－2.9
+2.4
+2.9
+3.4
+3.9
23
－5.7
－4.7
－3.9
－2.9
+2.4
+2.9
+3.4
+3.9
24
－5.6
－4.6
－3.8
－2.8
+2.3
+2.8
+3.3
+3.8
25
－5.5
－4.5
－3.8
－2.8
+2.3
+2.8
+3.3
+3.8
26
－5.4
－4.4
－3.7
－2.7
+2.2
+2.7
+3.2
+3.7
27
－5.3
－4.3
－3.7
－2.7
+2.2
+2.7
+3.2
+3.7
28
－5.2
－4.2
－3.6
－2.6
+2.1
+2.6
+3.1
+3.6
29
－5.1
－4.1
－3.6
－2.6
+2.1
+2.6
+3.1
+3.6
30
－5.0
－4.0
－3.5
－2.5
+2.0
+2.5
+3.0
+3.5
31
－4.9
－4.0
－3.5
－2.5
+2.0
+2.5
+3.0
+3.5
32
－4.8
－3.9
－3.4
－2.4
+1.9
+2.4
+2.9
+3.4
33
－4.7
－3.9
－3.4
－2.4
+1.9
+2.4
+2.9
+3.4
34
－4.6
－3.8
－3.3
－2.3
+1.8
+2.3
+2.8
+3.3
35
－4.5
－3.8
－3.3
－2.3
+1.8
+2.3
+2.8
+3.3
36
－4.4
－3.7
－3.2
－2.2
+1.7
+2.2
+2.7
+3.2
37
－4.3
－3.7
－3.2
－2.2
+1.7
+2.2
+2.7
+3.2
38
－4.2
－3.6
－3.1
－2.1
+1.6
+2.1
+2.6
+3.1
39
－4.1
－3.6
－3.1
－2.1
+1.6
+2.1
+2.6
+3.1
40
－4.0
－3.5
－3.0
－2.0
+1.5
+2.0
+2.5
+3.0
41
－4.0
－3
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