Curtain wall anchoring products
SHB-B607
SHB-B607 Special inverted cone shaped anchor bolt
- Product Model: SHB-B607
- Specification:
- Mix ratio:
- Torage period:
Product Introduction
|
Product
Model: |
SHB-B607 Special inverted cone anchor bolt
|
|
specification |
M8/10/12/16/20/24/30 |
|
Material |
stainless
steel 304/316. Grade
5.8 /8.8 galvanized carbon steel. |
Product features
· Wide range of anchorage depth adaptation.
· Small spacing, small margin.
· Applied to crack concrete in earthquake zone.
· High adhesion, the effect is like embedding.
· Excellent durability, welding resistance.
· Use with SHB- inject-type anchor adhesive, quality guarantee 50 years.
Performance parameters
SHB-B607 Installation data of special inverted cone shaped anchor bolts
|
The steel bar diameter(mm) |
Pore size(mm) |
Pore depth(mm) |
Maximum anchoring thickness |
Minimum substrate thickness |
Mounting torque |
Influence coefficient K of Hef on Vrd and cp |
Failure of concrete vertebrae |
Concrete cracking failure |
Total length
of screw |
|||||
|
Critical spacing |
Critical margin |
Minimum spacing |
Minimum margin |
Critical spacing |
Critical margin |
|||||||||
|
M8×110
|
10
|
80
|
15
|
120
|
12
|
2.0
|
240
|
120
|
48
|
48
|
240
|
120
|
110
|
|
|
M10×130
|
12
|
90
|
20.5
|
130
|
20
|
2.0
|
270
|
135
|
60
|
60
|
270
|
135
|
130
|
|
|
M12×160
|
14
|
110
|
25
|
160
|
40
|
2.0
|
330
|
165
|
72
|
72
|
330
|
165
|
160
|
|
|
M16×190
|
18
|
125
|
33
|
175
|
60
|
2.0
|
375
|
190
|
96
|
96
|
375
|
188
|
190
|
|
|
M20×260
|
22
|
170
|
65
|
220
|
100
|
2.0
|
510
|
255
|
120
|
120 |
510
|
255
|
260
|
|
|
M24×300
|
28
|
210
|
65
|
270
|
160
|
2.0
|
630
|
315
|
144
|
144 |
630
|
315
|
300
|
|
|
M30×38 |
35 |
280 |
66.5 |
340 |
240 |
2.0
|
840 |
420 |
180 |
180 |
840 |
420 |
380 |
|
SHB-B607 Technical Parameters of Special Inverted Taper Shaped Anchor Screw
|
Technical
parameter |
M8×110 Standard
value/design value |
M10×130 Standard
value/design value |
M12×160 Standard
value/design value |
M16×190 Standard
value/design value |
M20×260 Standard
value/design value |
M24×300 Standard
value/design value |
M30×380 Standard
value/design value |
Technical
parameter |
|
Tensile
parameters of non-cracking concrete |
5.8 |
18.6/12.2 |
29.5/19.3 |
43.0/28.1 |
69.6/38.0 |
109.9/60.3 |
150.6/82.8 |
231.0/153 |
|
8.8 |
29.6/19.5 |
42.3/23.2 |
57.3/31.4 |
69.6/38.0 |
109.9/60.3 |
150.6/82.8 |
231.0/153 |
|
|
304 |
18.6/6.4 |
29.5/10.2 |
43.0/14.8 |
69.6/27.4 |
109.9/60.3 |
150.6/82.8 |
231.0/153 |
|
|
316 |
25.9/13.7 |
41.1/21.8 |
57.3/31.4 |
69.6/38.0 |
109.9/60.3 |
150.6/82.8 |
/ |
|
|
Shear
parameters of non-cracking concrete |
5.8 |
7.3/5.6 |
11.6/9.7 |
16.8/14.1 |
31.4/26.2 |
49.0/40.8 |
70.6/58.8 |
112.2/93.5 |
|
8.8 |
11.7/9.3 |
18.5/15.5 |
26.9/22.5 |
50.2/41.8 |
78.4/65.3 |
112.9/94.1 |
179.5/149.6 |
|
|
304 |
3.9/3.2 |
6.1/5.0 |
8.9/7.3 |
16.5/13.8 |
25.7/21.4 |
37.1/30.8 |
58.9/49.1 |
|
|
316 |
8.2/6.8 |
13.1/10.8 |
18.9/15.8 |
47.1/36.2 |
55.1/45.9 |
79.4/66.2 |
/ |
|
|
Tensile
parameters of cracked concrete |
5.8 |
18.6/12.2 |
29.5/19.3 |
41.2/22.4 |
50.0/27.2 |
78.8/43.1 |
108.0/59.1 |
165.4/91.1 |
|
8.8 |
25.4/13.9 |
30.3/19.4 |
41.2/22.4 |
50.0/27.2 |
78.8/43.1 |
108.0/59.1 |
165.4/91.1 |
|
|
304 |
18.6/6.4 |
29.5/10.2 |
41.2/14.8 |
50.0/27.4 |
78.8/43.1 |
108.0/59.1 |
165.4/91.1 |
|
|
316 |
25.9/13.7 |
30.3/16.5 |
41.1/22.4 |
50.0/27.2 |
78.8/43.1 |
108.0/59.1 |
/ |
|
|
Shear
parameters of cracked concrete |
5.8 |
7.3/5.6 |
11.6/9.7 |
16.8/14.1 |
31.4/26.2 |
49.0/40.8 |
70.6/58.8 |
112.2/93.5 |
|
8.8 |
11.7/9.3 |
18.5/15.5 |
26.9/22.5 |
50.2/41.8 |
78.4/65.3 |
112.9/94.1 |
179.5/149.6 |
|
|
304 |
3.9/3.2 |
6.1/5.0 |
8.9/7.3 |
16.5/13.8 |
25.7/21.4 |
37.1/30.8 |
58.9/49.1 |
|
|
316 |
8.2/6.8 |
13.1/10.8 |
18.9/15.8 |
47.1/36.2 |
55.1/45.9 |
79.4/66.2 |
/ |
Application scope
· Curtain wall keel Angle code fixed.
· Steel structure, heavy load fixed.
· Caulking cover plate, stair anchorage.
· Contact line arm and escape platform are fixed.
· Machinery, conveyor system, storage system.
· Crash barrier, sound insulation wall.
· Application of post-anchorage in rail transit, road bridge and concrete tension zone.
· Concrete overlay and structural joint reinforcement.
Testing report
Construction video images
① Base material drilling.
② Clean the inside of the hole.
③ Insert the planting glue into the hole.
④ Screw the screw in slowly.
⑤ Wait for the colloid to cure.
⑥ After curing, load can be carried out.
Notes
·Table installation data unit is mm, technical specifications unit kN.
·The data in the table is based on C20/C25 base concrete. If the grade of the base material changes, the influence coefficient of concrete strength should be added according to the specification in accordance with the requirements of the technical department and the design drawings.
·Material in the table: 304 material is A2-70 stainless steel; 316 is made of A4-70 stainless steel.
·The table design load includes the material safety factor.
·Tabular data are applicable for: correct installation, infinity, no spacing effects, minimum substrate thickness.
·For the products not listed in the table, please consult the Technical Department of Shibang (Shanghai) Industrial Co., LTD
·Ccr.1.5hef: The critical edge distance of the anchor bolt when the ideal cone of concrete is damaged by tension (the critical distance from the center of the anchor bolt to the concrete boundary)
·Scr.N ≥ 3.0hef: the critical distance of anchors (the critical center distance between anchors and anchors) when the ideal cone of concrete is damaged by tension.
·Minimum margin of anchor bolt Cmin≥ 0.8hef: The minimum margin of anchor bolt without concrete splitting damage caused by installation.
·Minimum anchor bolt spacing Cmin ≥ 1.0hef: The minimum anchor bolt spacing that does not cause concrete splitting damage due to installation.
·hef: effective anchoring depth.
