基材溫度
|
安裝時間
|
初凝時間
|
固化時間
|
-5℃—0℃
|
20min
|
1.5h
|
6h
|
0℃—10℃
|
15min
|
1h
|
3h
|
10℃—20℃
|
10min
|
20min
|
2h
|
≥20℃
|
5min
|
10min
|
40min
|
基材溫度(℃)
|
-5
|
0
|
5
|
20
|
30
|
40
|
安裝時間(min)
|
60
|
50
|
40
|
30
|
20
|
15
|
固化時間(min)
|
140
|
120
|
100
|
80
|
60
|
45
|
鋼觔直徑
|
鑽孔直徑
|
錨固力特征值
|
||||||||||||||||
㎜
|
㎜
|
KN
|
||||||||||||||||
10
|
14
|
23.6
|
26.3
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
12
|
16
|
|
33.9
|
37.9
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
14
|
18
|
|
|
46.7
|
51.6
|
|
|
|
|
|
|
|
|
|
|
|
|
|
16
|
22
|
|
|
|
60.3
|
67.4
|
|
|
|
|
|
|
|
|
|
|
|
|
18
|
25
|
|
|
|
|
76.3
|
85.2
|
|
|
|
|
|
|
|
|
|
|
|
20
|
28
|
|
|
|
|
|
94.2
|
106.2
|
|
|
|
|
|
|
|
|
|
|
22
|
30
|
|
|
|
|
|
|
|
113.9
|
127.3
|
|
|
|
|
|
|
|
|
25
|
32
|
|
|
|
|
|
|
|
|
.
|
147.2
|
164.4
|
|
|
|
|
|
|
28
|
35
|
|
|
|
|
|
|
|
|
|
|
|
184.6
|
206.3
|
|
|
|
|
30
|
38
|
|
|
|
|
|
|
|
|
|
|
|
|
|
211.9
|
236.7
|
|
|
32
|
40
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
241.1
|
269.0
|
鋼觔埋深
|
130
|
150
|
180
|
210
|
250
|
300
|
350
|
370
|
400
|
450
|
480
|
550
|
600
|
630
|
670
|
710
|
5750
|
螺杆規格
|
M8
|
M10
|
M12
|
M16
|
M20
|
M24
|
M30
|
鑽孔直徑(㎜)
|
10
|
12
|
14
|
18
|
24
|
28
|
35
|
鑽孔深度(㎜)
|
80
|
90
|
110
|
145
|
180
|
220
|
280
|
破坏拉力(KN)
|
18.3
|
28.0
|
42.0
|
76.0
|
118.0
|
170.0
|
272.0
|
破坏剪力(KN)
|
8.8
|
13.8
|
20.0
|
38.1
|
59.0
|
85.0
|
135.2
|
設計拉力(KN)
|
7.7
|
12.2
|
17.8
|
33.0
|
52.0
|
75.0
|
120.0
|
設計剪力(KN)
|
5.2
|
8.6
|
12.5
|
23.5
|
36.5
|
53.0
|
82.0
|
每支膠可用孔數
|
60
|
37
|
22
|
10
|
5
|
3
|
1.5
|
鋼觔直徑(㎜)
|
4
|
5
|
6
|
8
|
10
|
12
|
14
|
16
|
18
|
20
|
22
|
25
|
28
|
計算截面積
(平方㎜)
|
12.6
|
19.6
|
28.3
|
50.3
|
78.5
|
113.1
|
153.9
|
201.1
|
254.5
|
314.2
|
380.1
|
490.9
|
615.3
|
受拉承載力標準值(KN)
|
4.2
|
6.5
|
9.4
|
16.8
|
26.2
|
37.8
|
51.5
|
67.3
|
85.2
|
105.2
|
127.3
|
164.4
|
206.1
|
受拉承載力設計值(KN)
|
3.7
|
5.8
|
8.4
|
15.0
|
23.5
|
33.9
|
46.1
|
60.3
|
76.3
|
94.2
|
114.0
|
147.7
|
184.5
|
鋼觔直徑(㎜)
|
4
|
5
|
6
|
8
|
10
|
12
|
14
|
16
|
18
|
20
|
22
|
25
|
28
|
計算截面積
(平方㎜)
|
12.6
|
19.6
|
28.3
|
50.3
|
76.5
|
113.1
|
153.9
|
201.1
|
254.5
|
14.2
|
380.1
|
490.9
|
615.3
|
受拉承載力標準值(KN)
|
4.2
|
7.8
|
11.3
|
20.1
|
31.4
|
45.3
|
61.5
|
80.4
|
101.8
|
125.6
|
152.0
|
196.3
|
246.1
|
受拉承載力設計值(KN)
|
4.5
|
7.0
|
10.1
|
18.1
|
28.2
|
40.7
|
55.4
|
72.3
|
91.6
|
113.1
|
113.1
|
176.7
|
221.5
|