TLS-HK Mechanical Anchor for Bottom Expansion
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Category
Product Details
|
Grade And Material |
5.8 Level / 8.8 Level Stainless steel (5 0 / 70 / 80 ) |
|
Surface Anti-Corrosion |
Electroplated galvanizing: average thickness ≥ 5μm |
|
Anchor Composition |
Screw, mechanical lock key, sleeve, nut, flat washer, spring washer |
Product Application Scope
▲ Various types of curtain wall keel corner bracket fixation, steel or wrapped steel fixation, rail transit, steel structure and heavy load anchoring, high-speed rail contact network support fixation, tunnel escape and evacuation platform installation fixation, and tunnel rear channel fixation.
Product Features
▲ Special bottom expansion drill bit, no expansion stress after installation, suitable for various concrete substrates, small edge distance, small spacing force installation, suitable for cracked concrete and areas with high seismic fortification requirements, has good durability, can be installed by torque control or displacement control, and has outstanding performance in cyclic and seismic loads.

Table of Drill Depth and Drill Diameter of Mechanical Anchor with Mold Bottom Expansion
|
Model |
M10 | M12 | M16 | M20 | |||||
|
Drilling Diameter / mm |
16 | 18 | 22 | 28 | |||||
|
Effective Burial Depth / mm |
40 | 70 | 60 | 80 | 100 | 100 | 130 | 160 | 200 |
|
Anchor Plate Thickness / mm |
20 | 20 | 20 | 20 | 25 | 30 | 30 | 45 | 45 |
|
Drilling Depth / mm |
45 | 75 | 75 | 95 | 115 | 115 | 145 | 175 | 215 |
|
Screw Total Length / mm |
80 | 100 | 100 | 130 | 160 | 160 | 190 | 260 | 300 |
|
Concrete Substrate Thickness / mm |
80 | 120 | 120 | 160 | 200 | 200 | 240 | 320 | 400 |
|
Installation Pre Tightening Torque / N·m |
40 | 80 | 120 | 200 | |||||
|
Minimum Spacing / mm |
85 | 110 | 135 | 170 | |||||
|
Minimum Margin / mm |
85 | 110 | 135 | 170 | |||||

Installation Process Diagram of Mechanical Anchors for Mold Expansion Bottom


Diagram of Penetrating Installation

Mechanical Anchor Installation Force Data for Mold Expansion Bottom
|
Model |
Effective Burial |
Grade |
Tensile Standard Value(kN) |
Shear Standard Value(kN) |
||
|
concrete strength ≥ C25 |
concrete strength ≥ C25 |
|||||
|
Crack |
Non Cracking |
Crack |
Non Cracking |
|||
|
M10 |
40 | 5.8 | 9.7 | 13.6 | 11.6 | 11.6 |
| 70 | 5.8 | 17.8 | 23.2 | 11.6 | 11.6 | |
| 40 | 8.8 | 9.7 | 13.6 | 18.6 | 18.6 | |
| 70 | 8.8 | 17.8 | 24.9 | 18.6 | 18.6 | |
| 40 | 304 | 9.7 | 13.6 | 13.0 | 13.0 | |
| 70 | 304 | 17.8 | 24.9 | 13.0 | 13.0 | |
| 40 | 316 | 9.7 | 13.6 | 17.4 | 17.4 | |
| 70 | 316 | 17.8 | 24.9 | 17.4 | 17.4 | |
|
M12 |
60 | 5.8 | 17.8 | 24.9 | 16.9 | 16.9 |
| 80 | 5.8 | 27.4 | 33.7 | 16.9 | 16.9 | |
| 100 | 5.8 | 33.7 | 33.7 | 16.9 | 16.9 | |
| 60 | 8.8 | 17.8 | 24.9 | 27.0 | 27.0 | |
| 80 | 8.8 | 27.4 | 38.4 | 27.0 | 27.0 | |
| 100 | 8.8 | 38.3 | 53.7 | 27.0 | 27.0 | |
| 60 | 304 | 17.8 | 24.9 | 19.0 | 19.0 | |
| 80 | 304 | 27.4 | 37.9 | 19.0 | 19.0 | |
| 100 | 304 | 37.9 | 37.9 | 19.0 | 19.0 | |
| 60 | 316 | 17.8 | 24.9 | 25.3 | 25.3 | |
| 80 | 316 | 27.4 | 38.4 | 25.3 | 25.3 | |
| 100 | 316 | 38.3 | 50.6 | 25.3 | 25.3 | |
|
M16 |
100 | 5.8 | 38.3 | 53.7 | 31.3 | 31.3 |
| 130 | 5.8 | 50.4 | 62.7 | 31.3 | 31.3 | |
| 100 | 8.8 | 38.3 | 53.7 | 50.1 | 50.1 | |
| 130 | 8.8 | 50.4 | 70.6 | 50.1 | 50.1 | |
| 100 | 304 | 38.3 | 53.7 | 35.3 | 35.3 | |
| 130 | 304 | 50.4 | 70.5 | 35.3 | 35.3 | |
| 100 | 316 | 38.3 | 53.7 | 47.0 | 47.0 | |
| 130 | 316 | 50.4 | 70.6 | 47.0 | 47.0 | |
|
M20 |
160 | 5.8 | 77.6 | 97.9 | 49.0 | 49.0 |
| 200 | 5.8 | 97.9 | 97.9 | 49.0 | 49.0 | |
| 160 | 8.8 | 77.6 | 108.6 | 78.3 | 78.3 | |
| 200 | 8.8 | 108.4 | 151.8 | 78.3 | 78.3 | |
| 160 | 304 | 77.6 | 108.6 | 55.1 | 55.1 | |
| 200 | 304 | 108.4 | 110.2 | 55.1 | 55.1 | |
| 160 | 316 | 77.6 | 108.6 | 73.4 | 73.4 | |
| 200 | 316 | 108.4 | 146.9 | 73.4 | 73.4 | |
▲ The table data is applicable for: correct installation, no margin or distance influence, minimum substrate thickness. The table data is based on C25 substrate concrete, and if the substrate grade changes, the concrete strength influence coefficient should be added according to the specifications.
▲ The above table does not include any products. Please refer to the bearing capacity calculation methods in the "Technical Specification for Rear Anchoring of Concrete Structures" JGJ145-2013 and "Mechanical Anchors for Concrete" JG/T-2017 to verify and obtain the corresponding data. For specific details, please consult the Technical Department of Nanjing Telesun S&T Industry Co., Ltd
Penetrating Installation
|
Model |
Effective Burial |
Grade |
Tensile Standard Value(kN) |
Shear Standard Value(kN) |
||
|
concrete strength ≥ C25 |
concrete strength ≥ C25 |
|||||
|
Crack |
Non Cracking |
Crack |
Non Cracking |
|||
|
M10 |
40 | 5.8 | 9.7 | 13.6 | 13.7 | 13.7 |
| 70 | 5.8 | 17.8 | 23.2 | 13.7 | 13.7 | |
| 40 | 8.8 | 9.7 | 13.6 | 20.6 | 20.6 | |
| 70 | 8.8 | 17.8 | 24.9 | 20.6 | 20.6 | |
| 40 | 304 | 9.7 | 13.6 | 16.9 | 16.9 | |
| 70 | 304 | 17.8 | 24.9 | 16.9 | 16.9 | |
| 40 | 316 | 9.7 | 13.6 | 22.5 | 22.5 | |
| 70 | 316 | 17.8 | 24.9 | 22.5 | 22.5 | |
|
M12 |
60 | 5.8 | 17.8 | 24.9 | 22.2 | 22.2 |
| 80 | 5.8 | 27.4 | 33.7 | 22.2 | 22.2 | |
| 100 | 5.8 | 33.7 | 33.7 | 22.2 | 22.2 | |
| 60 | 8.8 | 17.8 | 24.9 | 32.4 | 32.4 | |
| 80 | 8.8 | 27.4 | 38.4 | 32.4 | 32.4 | |
| 100 | 8.8 | 38.3 | 53.7 | 32.4 | 32.4 | |
| 60 | 304 | 17.8 | 24.9 | 28.9 | 28.9 | |
| 80 | 304 | 27.4 | 37.9 | 28.9 | 28.9 | |
| 100 | 304 | 37.9 | 37.9 | 28.9 | 28.9 | |
| 60 | 316 | 17.8 | 24.9 | 38.5 | 38.5 | |
| 80 | 316 | 27.4 | 38.4 | 38.5 | 38.5 | |
| 100 | 316 | 38.3 | 50.6 | 38.5 | 38.5 | |
|
M16 |
100 | 5.8 | 38.3 | 53.7 | 37.8 | 37.8 |
| 130 | 5.8 | 50.4 | 62.7 | 37.8 | 37.8 | |
| 100 | 8.8 | 38.3 | 53.7 | 56.6 | 56.6 | |
| 130 | 8.8 | 50.4 | 70.6 | 56.6 | 56.6 | |
| 100 | 304 | 38.3 | 53.7 | 47.1 | 47.1 | |
| 130 | 304 | 50.4 | 70.5 | 47.1 | 47.1 | |
| 100 | 316 | 38.3 | 53.7 | 62.8 | 62.8 | |
| 130 | 316 | 50.4 | 70.6 | 62.8 | 62.8 | |
|
M20 |
160 | 5.8 | 77.6 | 97.9 | 59.2 | 59.2 |
| 200 | 5.8 | 97.9 | 97.9 | 59.2 | 59.2 | |
| 160 | 8.8 | 77.6 | 108.6 | 88.6 | 88.6 | |
| 200 | 8.8 | 108.4 | 151.8 | 88.6 | 88.6 | |
| 160 | 304 | 77.6 | 108.6 | 73.9 | 73.9 | |
| 200 | 304 | 108.4 | 110.2 | 73.9 | 73.9 | |
| 160 | 316 | 77.6 | 108.6 | 98.5 | 98.5 | |
| 200 | 316 | 108.4 | 146.9 | 98.5 | 98.5 | |
▲ The table data is applicable for: correct installation, no margin or distance influence, minimum substrate thickness. The table data is based on C25 substrate concrete, and if the substrate grade changes, the concrete strength influence coefficient should be added according to the specifications.
▲ The above table does not include any products. Please refer to the bearing capacity calculation methods in the "Technical Specification for Rear Anchoring of Concrete Structures" JGJ145-2013 and "Mechanical Anchors for Concrete" JG/T-2017 to verify and obtain the corresponding data. For specific details, please consult the Technical Department of Nanjing Telesun S&T Industry Co., Ltd