Curtain wall anchoring products
SHB-B608
SHB-B608 rear expansion (cut) bottom mechanical anchor bolt
- Product Model: SHB-B608
- Specification:
- Mix ratio:
- Torage period:
Product Introduction
|
Product
Model: |
SHB-B608
rear expansion (cut) bottom mechanical anchor bolt
|
|
specification |
M10/12/16/20 |
|
Material |
stainless
steel 304/316. Grade
5.8 /8.8 galvanized carbon steel. |
Product features
· Compared with other ordinary anchors, it has stronger tensile, anti-fatigue, anti-seismic and other properties, and is safe and reliable.
· According to different use environment, there are different materials and different anti-corrosion properties, which can meet the needs of customers.
· Complete variety specifications, special environment has special products, can also be customized according to customer requirements of a variety of special specifications of products.
· Wide application range, suitable for a variety of strength concrete substrates and other substrates that can be cut into.
· Simple structure, good corrosion resistance and wear resistance, high temperature resistance, weldable.
· Suitable for all environments that are not suitable for planting rubber.
Performance parameters
SHB- Installation data of mechanical anchor with
rear expansion bottom
|
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 |
|||||||||
|
M10×130 |
14
|
60 |
18 |
100 |
40 |
2.0/
|
210 |
105 |
70 |
70 |
210 |
105 |
130 |
|
|
M12×130 |
80 |
20
|
120 |
80
|
2.0/
|
210 |
105 |
77 |
77 |
210 |
105 |
130 |
||
|
M12×150 |
18 |
100 |
150 |
240 |
120 |
80 |
80 |
240 |
120 |
150 |
||||
|
M16×190 |
120 |
35 |
175 |
120 |
2.0/
|
340 |
170 |
129 |
129 |
340 |
170 |
190 |
||
|
M16×210 |
22 |
130 |
195 |
390 |
195 |
130 |
130 |
390 |
195 |
210 |
||||
|
M16×240 |
163 |
195 |
490 |
245 |
131 |
131 |
490 |
245 |
240 |
|||||
|
M20×280 |
28 |
170 |
55 |
240 |
200 |
2.0/
|
540 |
255 |
170 |
170 |
540 |
255 |
280 |
|
|
M20×320 |
210 |
300 |
630 |
315 |
210 |
210 |
630 |
315 |
320 |
|||||
SHB- Technical parameters of penetration
installation of mechanical anchor with rear expansion bottom
|
Technical
parameter |
|
M10×130 Standard
value/design value |
M12×130 Standard
value/design value |
M12×150 Standard
value/design value |
M16×190 Standard
value/design value |
M16×210 Standard
value/design value |
M16×240 Standard
value/design value |
M20×280 Standard
value/design value |
M20×320 Standard
value/design value |
|
Tensile
parameters of non-cracking concrete |
5.8 |
29.8/19.3 |
35.0/18.4 |
42.2/28.1 |
70.4/40.3 |
72.6/40.3 |
78.5/52.3 |
108.6/60.3 |
122.5/81.6 |
|
8.8 |
29.8/19.3 |
35.0/19.8 |
49.0/27.2 |
70.4/40.3 |
72.6/40.3 |
103.9/57.7 |
108.6/60.3 |
149.1/82.8 |
|
|
304 |
19.2/6.7 |
31.8/11.1 |
31.8/11.1 |
61.7/23.3 |
66.3/23.3 |
66.3/23.3 |
100.5/35.2 |
100.5/35.2 |
|
|
316 |
26.8/15.3 |
35.0/19.4 |
44.4/23.7 |
69.0/40.3 |
72.6/40.3 |
92.8/49.6 |
140.6/75.2 |
140.6/75.2 |
|
|
Shear
parameters of non-cracking concrete |
5.8 |
11.6/9.7 |
16.7/14.1 |
16.7/14.1 |
31.4/26.2 |
31.4/26.2 |
31.4/26.2 |
49.0/40.8 |
49.0/40.8 |
|
8.8 |
18.6/15.5 |
27.0/22.5 |
27.0/22.5 |
50.2/41.9 |
50.2/41.9 |
50.2/41.9 |
78.4/65.3 |
78.4/65.3 |
|
|
304 |
4.0/3.4 |
6.7/5.6 |
6.7/5.6 |
13.9/11.6 |
13.9/11.6 |
13.9/11.6 |
21.1/17.6 |
21.1/17.6 |
|
|
316 |
8.6/7.2 |
14.3/11.9 |
14.3/11.9 |
29.8/24.8 |
29.8/24.8 |
29.8/24.8 |
45.2/37.7 |
45.2/37.7 |
|
|
Tensile
parameters of cracked concrete |
5.8 |
20.5/11.4 |
25.3/13.8 |
35.0/19.4 |
45.6/28.8 |
51.9/28.8 |
74.2/41.2 |
77.5/43.1 |
106.5/59.2 |
|
8.8 |
20.5/11.4 |
28.0/15.0 |
35.0/19.4 |
51.9/28.8 |
51.9/28.8 |
74.2/41.2 |
77.5/43.1 |
106.5/59.2 |
|
|
304 |
19.2/6.7 |
25.0/13.8 |
25.0/13.8 |
48.0/28.8 |
51.9/28.8 |
66.3/23.3 |
77.5/43.1 |
100.5/35.2 |
|
|
316 |
20.5/11.4 |
25.0/13.8 |
35.0/19.4 |
51.9/28.8 |
51.9/28.8 |
74.2/41.2 |
77.5/43.1 |
106.5/59.1 |
|
|
Shear
parameters of cracked concrete |
5.8 |
11.6/9.7 |
16.7/14.1 |
16.7/14.1 |
31.4/26.2 |
31.4/26.2 |
31.4/26.2 |
49.0/40.8 |
49.0/40.8 |
|
8.8 |
18.6/15.5 |
27.0/22.5 |
27.0/22.5 |
50.2/41.9 |
50.2/41.9 |
50.2/41.9 |
78.4/65.3 |
78.4/65.3 |
|
|
304 |
4.0/3.4 |
6.7/5.6 |
6.7/5.6 |
13.9/11.6 |
13.9/11.6 |
13.9/11.6 |
21.1/17.6 |
21.1/17.6 |
|
|
316 |
8.6/7.2 |
14.3/11.9 |
14.3/11.9 |
29.8/24.8 |
72.6/40.3 |
29.8/24.8 |
45.2/37.7 |
45.2/37.7 |
SHB- Technical parameters of penetration
installation of mechanical anchor with rear expansion bottom
|
Technical parameter |
M10×130 Standard value/design value |
M12×130 Standard value/design value |
M12×150 Standard value/design value |
M16×190 Standard value/design value |
M16×210 Standard value/design value |
M16×240 Standard value/design value |
M20×280 Standard value/design value |
M20×320 Standard value/design value |
||
|
Tensile
parameters of non-cracking concrete |
5.8 |
23.2/17.8 |
33.7/25.9 |
33.7/25.9 |
62.8/48.3 |
62.8/48.3 |
62.8/48.3 |
98.0/75.3 |
98.0/75.3 |
|
|
8.8 |
28.7/15.9 |
33.7/25.9 |
49.0/27.2 |
72.6/40.3 |
72.6/40.3 |
100.5/77.3 |
98.0/75.3 |
149.1/82.8 |
||
|
304 |
19.2/6.7 |
31.8/11.1 |
31.8/11.1 |
66.3/23.3 |
66.3/23.3 |
66.3/23.3 |
100.5/35.2 |
100.5/35.2 |
||
|
316 |
26.8/15.3 |
35.0/19.4 |
44.4/23.7 |
72.6/40.3 |
72.6/40.3 |
92.8/49.6 |
140.6/75.2 |
140.6/75.2 |
||
|
Shear
parameters of non-cracking concrete |
5.8 |
37.9/31.6 |
47.2/39.3 |
47.2/39.3 |
69.6/58.3 |
69.6/58.3 |
69.9/58.3 |
188.2/156.8 |
188.2/156.8 |
|
|
8.8 |
44.9/37.4 |
57.4/47.8 |
57.4/47.8 |
88.7/73.9 |
88.7/73.9 |
88.7/73.9 |
217.6/181.3 |
217.6/181.3 |
||
|
304 |
29.7/24.8 |
36.4/30.3 |
36.4/30.3 |
51.5/42.9 |
51.5/42.9 |
51.5/42.9 |
157.1/130.9 |
157.1/130.9 |
||
|
316 |
63.7/53.1 |
77.9/64.9 |
77.9/64.9 |
110.3/91.9 |
110.3/91.9 |
110.3/91.9 |
336.7/280.5 |
336.7/280.5 |
||
|
Tensile
parameters of cracked concrete |
5.8 |
20.5/11.4 |
25.0/13.8 |
33.7/25.9 |
51.8/28.8 |
51.8/28.8 |
62.8/48.3 |
77.5/43.1 |
98.0/75.3 |
|
|
8.8 |
20.5/11.4 |
25.0/13.9 |
35.0/19.5 |
51.8/28.8 |
51.8/28.8 |
74.2/41.2 |
77.5/43.1 |
106.5/59.2 |
||
|
304 |
19.2/6.7 |
25.0/13.8 |
31.8/11.1 |
51.9/28.8 |
51.9/28.8 |
66.3/23.3 |
77.5/43.1 |
100.5/35.2 |
||
|
316 |
20.5/11.4 |
25.0/13.8 |
35.0/19.4 |
51.9/28.8 |
51.9/28.8 |
74.2/41.2 |
77.5/43.1 |
106.5/59.1 |
||
|
Shear
parameters of cracked concrete |
5.8 |
37.9/31.6 |
47.2/39.3 |
47.2/39.3 |
69.6/58.3 |
69.6/58.3 |
69.9/58.3 |
188.2/156.8 |
188.2/156.8 |
|
|
8.8 |
44.9/37.4 |
57.4/47.8 |
57.4/47.8 |
88.7/73.9 |
88.7/73.9 |
88.7/73.9 |
217.6/181.3 |
217.6/181.3 |
||
|
304 |
29.7/24.8 |
36.4/30.3 |
36.4/30.3 |
51.5/42.9 |
51.5/42.9 |
51.5/42.9 |
157.1/130.9 |
157.1/130.9 |
||
|
316 |
63.7/53.1 |
77.9/64.9 |
77.9/64.9 |
110.3/91.9 |
110.3/91.9 |
110.3/91.9 |
336.7/280.5 |
336.7/280.5 |
||
Application scope
· Curtain wall keel Angle code fixed.
· Steel structure load fixed.
· Caulking cover plate and stair anchorage.
· Machinery, conveyor system, storage system.
· Crash barrier, sound insulation wall.
· Post-anchorage applications in rail transit, road and bridge, and concrete tension areas.
· Concrete overlay and structural node reinforcement.
· Cemented steel reinforcement fixed steel plate.
Testing report
Construction video images
① Drill holes with ordinary drill bits.
② Expand the bottom with a special expanding drill.
③ Clean the inside of the hole.
④ Knock the sleeve until the buried depth line leaks out and the bottom expands.
⑤ The installation is complete.
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.
