TLS-ZK Self-Expanding Bottom Mechanical Anchor
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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 |
Various types of curtain wall keel bracket fixation, steel or steel clad fixation, road and bridge concrete tensioning reinforcement, 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
▲ Equipped with a built-in circular cutting edge, it can be installed with torque control for cutting into concrete or displacement control for cutting into concrete. The clever design minimizes expansion stress, has good durability, does not require enlarging the bottom of the hole, reduces construction technology, and accelerates construction speed.


Table of Drilling Depth and Diameter for Self Expanding Bottom Mechanical Anchors
|
Model |
M10 | M12 | M16 | |||
|
Drilling Diameter / mm |
16 | 18 | 22 | |||
|
Effective Burial Depth / mm |
70 | 60 | 80 | 100 | 100 | 130 |
|
Anchor Plate Thickness / mm |
20 | 20 | 20 | 25 | 30 | 30 |
|
Drilling Depth / mm |
75 | 75 | 95 | 115 | 115 | 145 |
|
Screw Total Length / mm |
130 | 100 | 140 | 160 | 160 | 190 |
|
Concrete Substrate Thickness / mm |
150 | 120 | 160 | 200 | 200 | 240 |
|
Installation Pre Tightening Torque / N·m |
60 | 80 | 120 | |||
|
Minimum Spacing / mm |
85 | 110 | 135 | |||
|
Minimum Margin / mm |
85 | 110 | 220 | |||
Installation Process Diagram of Self Expanding Bottom Mechanical Anchor

Self Expanding Bottom Mechanical Anchor lnstallation Force Data
Prefabricated 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 | 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
Installation Process Diagram of Self Expanding Bottom Mechanical Anchor


Self Expanding Bottom Mechanical Anchor lnstallation Force Data
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