Curtain wall anchoring products
SHB-B606
SHB-B606 High strength chemical anchor bolt
- Product Model: SHB-B606
- Specification:
- Mix ratio:
- Torage period:
Product Introduction
Made of high-quality carbon steel or stainless steel, combined with chemicals (composed of vinyl resin, quartz sand particles, curing agents, etc.), suitable for non-cracking concrete, can be customized according to customer needs.
|
Product
Model: |
SHB-B606
High strength chemical 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
· Glass tube closed packaging for visual measurement of tube quality, glass crushed as fine aggregate.
· Acid and alkali resistance, heat resistance, fire resistance, low temperature sensitivity.
· No expansion extrusion stress on the substrate, suitable for heavy loads and various vibration loads.
· The installation spacing and margin must be small.
· Fast installation, rapid curing, does not affect the construction progress.
· The construction temperature range is wide.
Performance parameters
SHB- High-Strength Chemical Anchor Screw Installation Data
|
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- High-strength chemical anchor screw technical parameters
|
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 |
|
|
Tensile
parameters of non-cracking concrete |
5.8 |
14.4/9.4 |
19.7/12.8 |
32.5/21.1 |
67.4/44.2 |
101.8/67.0 |
143.1/94.4 |
231.0/153 |
|
8.8 |
22.9/15.1 |
31.2/20.5 |
51.6/33.8 |
69.5/45.6 |
109.9/60.3 |
150.6/82.8 |
231.0/153 |
|
|
304 |
14.4/5.0 |
19.7/6.7 |
32.5/11.1 |
67.4/23.3 |
101.8/35.3 |
143.149.6 |
231.0/153 |
|
|
316 |
20.0/10.5 |
27.3/14.3 |
45.3/15.6 |
69.5/38.0 |
109.9/60.3 |
150.6/82.8 |
/ |
|
|
Shear
parameters of non-cracking concrete |
5.8 |
5.6/4.7 |
7.7/6.4 |
12.7/10.5 |
26.5/22.1 |
40.2/33.5 |
57.7/47.2 |
98.1/81.8 |
|
8.8 |
9.0/7.5 |
12.3/10.3 |
20.3/16.9 |
42.4/35.3 |
64.3/53.6 |
90.6/75.5 |
157.0/130.8 |
|
|
304 |
3.0/2.5 |
4.0/3.4 |
6.7/5.6 |
13.9/11.6 |
21.1/17.6 |
29.7/24.7 |
51.5/42.9 |
|
|
316 |
6.3/5.3 |
8.6/7.2 |
14.3/11.9 |
29.8/24.8 |
45.2/37.7 |
63.7/53.1 |
/ |
|
|
5.8 |
5.6/4.7 |
7.7/6.4 |
12.7/10.5 |
26.5/22.1 |
40.2/33.5 |
57.7/47.2 |
165.4/91.1 |
|
|
Tensile
parameters of cracked concrete |
5.8 |
14.4/9.4 |
19.7/12.8 |
32.5/21.1 |
50.0/27.2 |
78.8/43.1 |
108.0/59.2 |
165.4/91.1 |
|
8.8 |
22.9/15.1 |
31.2/20.5 |
41.1/22.4 |
50.0/27.2 |
78.8/43.1 |
108.0/59.2 |
165.4/91.1 |
|
|
304 |
14.4/5.0 |
19.7/6.7 |
32.5/11.1 |
50.0/17.2 |
78.8/28.4 |
108.0/41.3 |
/ |
|
|
316 |
20.0/10.5 |
27.3/14.3 |
41.1/14.1 |
50.0/27.2 |
78.8/43.1 |
108.0/59.2 |
98.1/81.8 |
|
|
Shear
parameters of cracked concrete |
5.8 |
5.6/4.7 |
7.7/6.4 |
12.7/10.5 |
26.5/22.1 |
40.2/33.5 |
57.7/47.2 |
157.0/130.8 |
|
8.8 |
9.0/7.5 |
12.3/10.3 |
20.3/16.9 |
42.4/35.3 |
64.3/53.6 |
90.6/75.5 |
51.5/42.9 |
|
|
304 |
3.0/2.5 |
4.0/3.4 |
6.7/5.6 |
13.9/11.6 |
21.1/17.6 |
29.7/24.7 |
231.0/153 |
|
|
316 |
6.3/5.3 |
8.6/7.2 |
14.3/11.9 |
29.8/24.8 |
45.2/37.7 |
63.7/53.1 |
/ |
|
Curing time
|
Ambient Temperature(℃) |
Time of
Operate(min) |
Cure Time(min) |
|
-5 |
20 |
72 |
|
0 |
10 |
48 |
|
10 |
8 |
48 |
|
20 |
5 |
24 |
|
30 |
3 |
24 |
|
Note: When the ambient temperature is lower than -5℃, the curing time can be extended according to the above table. |
||
Application scope
· Post-planting of newly built concrete without embedded steel bars.
· It is suitable for the planting root of screw and steel bar in the substrate in the reinforcement and renovation project.
· Various equipment, pipeline installation, curtain wall bracket fixing.
· Bonding and fixing of wood components, plastic components, metal components and steel structures.
· Suitable for reinforcement of subway, highway, bridge, tunnel, nuclear power water conservancy renovation and expansion projects.
· Fixed billboards, tunnel pipelines, overhead road soundproofing panels and guardrail.
Testing report
Construction video images
① Base material drilling.
② Clean the inside of the hole.
③ Put the chemical anchor reagent tube into the hole.
④ Slowly screw in the chemical anchor bolt.
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.
