TLS-DZ Special Inverted-Cone Chemical 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, nut, flat washer |
Various types of curtain wall keel bracket fixation, bridge reinforcement, rail transit, steel structure and concrete connection fixation, high-speed rail contact network support fixation, tunnel escape and evacuation platform installation fixation.
Product Features
▲ Wide anchoring depth range, suitable for fixed installation with small spacing and edge distance, low expansion stress, high anchoring strength, suitable for long-term load fixation of cracked concrete and heavy loads.

Table of Drilling Depth and Diameter for Special Inverted Cone Chemical Anchors
|
Model |
M10 | M12 | M16 | M20 | M24 | M30 |
|
Drilling Diameter / mm |
12 | 14 | 18 | 24 | 28 | 35 |
|
Effective Burial Depth / mm |
90 | 110 | 130 | 170 | 210 | 280 |
|
Anchor Plate Thickness / mm |
20 | 25 | 30 | 60 | 55 | 60 |
|
Drilling Depth / mm |
90 | 110 | 130 | 170 | 210 | 280 |
|
Screw Total Length / mm |
130 | 160 | 190 | 260 | 300 | 380 |
|
Concrete Substrate Thickness / mm |
115 | 140 | 170 | 220 | 270 | 350 |
|
Installation Pre Tightening Torque / N·m |
20 | 40 | 60 | 100 | 160 | 240 |
|
Minimum Spacing / mm |
60 | 72 | 96 | 120 | 144 | 180 |
|
Minimum Margin / mm |
60 | 72 | 96 | 120 | 144 | 180 |
|
360ml Injection Type Tendon Glue Planting quantity |
48 | 28 | 15 | 6 | 4 | 2 |
Schematic diagram of planting special inverted cone-shaped chemical anchors
L-Anchor Total Length / mm; L1 Effective Burial Depth / mm ;d Drilling Diameter / mm;t Anchor Thickness / mm
Process Diagram for Planting Special lnverted Conical Chemical Anchors


Related Technical Parameters
Telesun TLS-200 type planting glue combined with special inverted cone anchor planting force data
|
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 | 90 | 5.8 | 23.2 | 23.2 | 11.6 | 11.6 |
| 8.8 | 37.1 | 37.1 | 18.6 | 18.6 | ||
| 304 | 26.1 | 26.1 | 13.0 | 13.0 | ||
| 316 | 34.8 | 34.8 | 17.4 | 17.4 | ||
| M12 | 110 | 5.8 | 33.7 | 33.7 | 16.9 | 16.9 |
| 8.8 | 53.9 | 53.9 | 27.0 | 27.0 | ||
| 304 | 37.9 | 37.9 | 19.0 | 19.0 | ||
| 316 | 50.6 | 50.6 | 25.3 | 25.3 | ||
| M16 | 130 | 5.8 | 62.7 | 62.7 | 31.3 | 31.3 |
| 8.8 | 69.7 | 100.1 | 50.1 | 50.1 | ||
| 304 | 69.7 | 70.5 | 35.3 | 35.3 | ||
| 316 | 69.7 | 94.0 | 47.0 | 47.0 | ||
| M20 | 170 | 5.8 | 97.9 | 97.9 | 49.0 | 49.0 |
| 8.8 | 104.2 | 149.6 | 78.3 | 78.3 | ||
| 304 | 104.2 | 110.2 | 55.1 | 55.1 | ||
| 316 | 104.2 | 146.9 | 73.4 | 73.4 | ||
| M24 | 210 | 5.8 | 141.0 | 141.0 | 70.5 | 70.5 |
| 8.8 | 143.0 | 205.4 | 112.8 | 112.8 | ||
| 304 | 143.0 | 158.6 | 79.3 | 79.3 | ||
| 316 | 143.0 | 205.4 | 105.8 | 105.8 | ||
| M30 | 280 | 5.8 | 220.2 | 224.2 | 112.1 | 112.1 |
| 8.8 | 220.2 | 316.3 | 179.4 | 179.4 | ||
| 304 | 220.2 | 252.3 | 126.1 | 126.1 | ||
| 316 | 220.2 | 316.3 | 168.2 | 168.2 | ||
▲ The table data is applicable to: correct installation, no margin or distance influence, minimum substrate thickness. The table data is based on C25 substrate concrete. If the substrate grade changes, the concrete strength influence coefficient should be added according to the specifications. The products are not included in the above table
▲ Please refer to the "Technical Specification for Rear Anchoring of Concrete Structures" JGJ145-2013 and "Mechanical Anchors for Concrete" JG/T-2017 for the calculation of bearing capacity to obtain the corresponding data. For specific details, please consult the Technical Department of Nanjing Telesun S&T Industry Co., Ltd