ISOSTOP 100 Ev
Area of Application
The TSC-100-oA is a low energy rockfall catchment fence that utilizes a fixed-post and thus requires no upslope retaining ropes. It has been tested according to the ETAG 27 guidelines and carries a CE marking. It fully meets the requirements for Consequence Class 3 of Appendix E of the ONR 24810 “Technical protection against rockfall – Terms and definitions, actions, design and construction, and monitoring and maintenance” and carries the highest performance rating available according to the Austrian Department of Avalanche and Torrent Control’s rockfall catchment fence type list. As such, it may be used on projects with all levels of risk.
Rope Guide
Post
Each post has an integrated ladder composed of rungs spaced at 50 cm intervals in the webbing of the I-beam. The ladder assists in the installation of the fence as well as routine inspection and maintenance.
Base Plate
Lateral Anchor
The upper and lower bearing ropes are led through a rope guidance that is integrated on each post head and base plate. Each guidance provides large curved surfaces to help protect the ropes and allow unobstructed movement. The guidance is designed to be robust and with no movable parts in order to ensure longevity and zero maintenance.
Simplex Brake Element
The AVT-phx series of brake elements are steel coils that unravel when a force is applied. The gauge, width and number of coils can be specified in order to control the amount of energy absorbed and the total displacement. With no moving parts, these are some of the safest and most reliable brakes in the industry.
Classification
| Model | ISOSTOP 100 Ev |
| Style | Fixed Rotation |
| Energy Class | 0 |
| Maximum Energy Level Certified/Tested [kJ] | 100 / 103 (37 / 38) |
| Service Energy Level Certified/Tested [kJ] | n/a |
| Approved Heights [m (ft)] | 2.0 - 2.5 (6.5 - 8.2) |
| Verification | Full Scale Tested |
| Certification | ETAG 27 Certified |
Test Report Summary
| Test Height [m (ft)] | 2.0 (6.5) |
| Maximum Elongation [m (ft)] | 3.16 (10.36) |
| Residual Height Class | A (≥50%) |
| Component Failure | None |
| Primary Net Opening [m (ft)] | None |
| Secondary Mesh | 50/50/2.5 |
European Technical Assessment ETA
| ETA Number | ETA-22/0860 |
| Issuing Body | TSUS Building Testing and Research Institute |
| Date of Issue | January 17, 2023 |
Certificate of Conformity
| Report Number | 1301-CPR-2135 |
| Issuing Body | TSUS Building Testing and Research Institute |
| Date of Issue | March 3, 2023 |
Primary Net
| Model | Flexnet MW 250 |
| Type | Steel Wire Cable with Clamps |
| Rope Diameter [mm (inch)] | 8.0 (0.315) |
| Rope Construction | 6 x 7 SC |
| Corrosion Protection | Zn or ZnAl (Class A or B) |
| Mesh Size [mm (inch)] | 250 x 250 (9.84 x 9.84) |
| Unit Weight [kg/m2 (lb/ft2)] | 3.04 (0.622) |
| Mesh Tensile Strength calculated [kN/m (lbf/ft)] | n/a |
| Connection to Main Ropes | Threaded |
| Connection to Adjacent Panel | 3/8" Shackle |
Flexnet
The primary net material used in Trumer systems is called the Omega-Net. It is a steel cable net made from spiral rope that has thick individual wires to resist abrasion. The strands of rope are pre-bent into arcs resembling an omega shape and then woven together to make the net. This process yields an extremely strong net with high flexibility and energy absorption characteristics.
Bearing Ropes
| Quantity per fence segment | 2 |
| Rope Diameter [mm (inch)] | 16 (0.63) |
| Corrosion Protection | Zn or ZnAl (Class A or B) |
| Brake Elements per rope | 2 |
| Brake Element Model | Simplex BE-18-750 mm |
Middle Ropes
| Quantity per fence segment | n/a |
| Rope Diameter [mm (inch)] | n/a |
| Corrosion Protection | n/a |
| Brake Elements per rope | n/a |
| Brake Element Model | n/a |
Retaining Ropes
| Quantity per fence segment | n/a |
| Rope Diameter [mm (inch)] | n/a |
| Corrosion Protection | n/a |
| Brake Elements per rope | n/a |
| Brake Element Model | n/a |
Support Structure
| Post Type | RHS 160/80/4 |
| Integrated Ladder | n/a |
| Rope Guides | Shackle |
| Post Weight as tested [kg (lbs)] | 71 (156) |
| Base Plate Connection | Fixed |
| Base Plate Foot Print [mm (in.)] | 480 x 300 (19 x 12) |
| Base Plate Weight [kg (lbs)] | n/a |
| Anchors per base plate | 2 / 3 |
Post Base Support
Base Plate Anchor Layout
Lateral Anchorage
Anchor Forces
| Lateral Anchor A Fk,lat,A [kN (kips)] | 73 (16.4) |
| Lateral Anchor B Fk,lat,B [kN (kips)] | 83 (18.7) |
| Base Plate Tension (Loose Ground) FLGA,ten [kN (kips)] | 168 (37.8) |
| Base Plate Compression (Loose Ground) FLGA,pres [kN (kips)] | 119 (26.8) |
| Base Plate Tension (Rock/Foundation) FMF,ten [kN (kips)] | 79 (17.8) |
| Base Plate Compression (Rock/Foundation) FMF,pres [kN (kips)] | 119 (26.8) |
Typical Recommended Anchors Based on Steel Grade
| Anchor Position | Quantity per 50 m 10 m post spacing | 500/550 MPa (e.g. GEWI) | 670/800 MPa (e.g. GEWI Plus) | min 470 MPa (e.g. IBO) |
| Base Plate | 12 / 18 | 25 | 22 | n/a |
| Lateral | 2 | 25 | 22 | R32-280 |
Typical Cross Section
Typical Layout
