rockfall p srotection ystem - trumer...0 46/201 tsc- -zd100 1/4 european technical approval...
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1/40 46/201 TSC- -ZD100
European Technical ApprovalCertificate
Approval Number ETA-1 /2 0156
Issuing BodyOIB Austrian Institute
ConstructionofEngineering
Date of Issue October 08 2, 201
Date of Expiration October 07 7, 201
Certificate of Conformity
CE Number 1159-CPD-03 /1222
Issuing Body BauCert Steiermark
Date of Issue December 10, 2012
Date of Expiration October 07 7, 201
Area ofApplication:TRUMER rockfall catchment fences were developed to protectinfrastructure, utilities, buildings and lives from falling debris.Typical catchment fences are installed in run-out or depositionzones, close to the elements at risk that they protect. The TSC-100-ZD used for projects of high risk (Consequence Class in ENis1990:2003 ) as per ONR 24810 .[1] [2]
Material:TRUMER uses steel components and steel wire ropes made fromhigh quality materials, following a stringent quality assuranceprogram. The structure was tested as per ETAG 27 and[3]manufactured in accordance with the European TechnicalApproval ETA-1 /0 6. TRUMER Schutzbauten GmbH is ISO2 159001:2008 certified.
Installation:The TSC- -ZD has been designed with as few components as100possible to simplify installation and reduce maintenance. Inaddition, the systems can be installed by hand, with heavymachinery or with the use of a helicopter. Foundation design andconstruction is dependant on site conditions and are theresponsibility of the project engineer.
Advantages:This system has been tested with no failures of primarycomponents even though certification allows such failures. Assuch, the TSC- -ZD rockfall catchment fence carries the100highest safety ratings.
Test Report Summary
Test Height m (ft)
Maximum Elongation m (ft)
Residual Height Class
Component Failure
Primary Net Opening
2.0 6.6( )
None
3.03 (9.94)
A (≥50%)
None
Secondary Mesh None
Classification
Style
Energy Class
Approved Heights m (ft)
Verification
TSC- -ZD100
Hinged System
2.0 2.5- ( - )6.6 8.2
F S Tull cale ested
Model
Certification ETAG 27 ertifiedC
0
Service Energy LevelkJ (ft-tons)
N/A
Maximum Energy LevelCertified/Tested kJ (ft-tons)
100( 7)3
118( 4)4/
TSC- -ZD100 - Data Sheet
Rockfallp srotection ystem
Trumer Schutzbauten GmbH • Weissenbach 106 • 5431 Kuchl • AustriaTel.: +43 6244 20325 • Fax: +43 6244 20325-11 • www.trumer.cc
Retaining Rope Anchorage
Fk,re
t
Retaining Rope
Anchor
AnchorLoop
Retaining Rope
Support Structure
Integrated Ladder
Rope Guides
Post Weight2 meter post height kg (lbs)
Base Plate Footprint mm (in.)
HEA 100
55 121( )
650 20x 0 ( x )25.6 7.8
29 64( )
Post Type
Rungs every 0.5 m
Integrated
Base Plate Weight kg (lbs)
Base Plate Connection Tongue and Pin
2Anchors per base plate
Anchor Forces kN (kips)
Max. Lateral Anchor (F )k,lat
Retaining Rope Anchor (F )k,ret
110 24.7( )
Base Plate (F )k,par
37 ( )8.3
57 12.8( )
Ropes
Mid
dle
Reta
inin
gB
eari
ng Rope Diameter mm (in.)
Corrosion Protection
Brake Element Model
2
16 (0. )630
2
Quantity per fence segment
AVT phx 60/30- .51
Zn or ZnAl (Class B)A or
Brake Elements p rer ope
Rope Diameter mm (in.)
Corrosion Protection
Brake Element Model
N/A
N/ABrake Elements p rer ope
N/A
N/A
N/AQuantity per fence segment
Rope Diameter mm (in.)
Corrosion Protection
Brake Element Model
2
12 (0. )472
N/A
Zn or ZnAl (Class )A or B
Brake Elements p rer ope
N/A
Quantity per post
2 4/0 46/201 TSC- -ZD100
Primary Net
Omega-Net /1 56.0 3
Steel Wire Cable
~ 1 5 x 1 53 3 ( x )5.3 5.3
~ 3.6 ( )0.74
Zn or ZnAl (Class A)
Threaded
6.0 (0. )236
1 x 7 Spiral
5/16” Shackle
2.0 (0. )078
246 16856( )
Type
Rope Diameter mm (in.)
Rope Construction
Mesh Size mm (in.)
Unit Weight kg/m (lb/ft )2 2
Connection to Main Ropes
Model
Connection to Adjacent Panel
Corrosion Protection
Single Wire Diameter mm (in.)
Mesh Tensile Strengthcalculated kN/m (lbf/ft)
Lateral Anchorage
AnchorLoop
Brake Element
Anchor
F k,lat
Lower Bearing Rope
Side Stabilisation Rope
Upper Bearing Rope
Base Plate/Foundation
LowerBearingRope
Post
Hinge Pin
Anchor Nut
Base Plate
Anchor
AnchorNut
MicropileTube
Fk,par 45°
Anchor
5 -m6
2.0
-2.5
m
Post
Retaining Rope
Retaining RopeAnchor
AnchorEye
Base Plate
Rope Guide
Base PlateAnchor
Typical Cross Section General Layout andAnchorage:The suggested layout for therockfall catchment fence followsthe constructive rules of the ONR24810. In general, post spacing iskept between 8 - 12 m. Postsshould be positioned to create thegreatest capture shadow withregards to vertical as well as lateralspread of falling debris, with thefence roughly perpendicular to thefall line. Avoid the placement ofposts in areas that increase thechance of a direct post impact.
Anchor layout should follow thegeometry provided in theinstallation manual with the anchororiented as close as possible to thedirection of the anticipated ropeforces. It is acknowledged that dueto site characteristics deviationsfrom the ideal are unavoidable. Inthis case, the project engineershould use their best judg ment toefind a suitable location andorientation.
3 4/0 46/201 TSC- -ZD100
4 - 6 m 8 - 12 m
5-6 m
5 -
m6
Retaining RopeAnchor
LateralAnchor
Upper Bearing Rope
Retaining Rope
Lower Bearing Rope
Side Stabilisation Rope
Typical Layout
Typical Recommended Anchors Based on Steel Grade*(per 50 m, 10 m post spacing)
Base Plate Anchor
Lateral Anchor
Retaining Rope Anchor
Quantity 500/550 (MPa) 670/800 (MPa)
12 22
2 25 22
7 25 22
25
* Actual anchorage to be determined by a qualified engineer in accordance with local regulations. Herein, the factors ofsafety were applied according to the ONR 24810 guidelines. If multiple ropes are led to one anchor, it is recommendedthat characteristic force values be added in a scalar manner according to ONR 24810.
470 min (MPa)
site dependent
R32-250
R32-250
(e.g. IBO)(e.g. GEWI Plus)(e.g. GEWI)
References:1. CEN. EN 1990:2003, Eurocode – Basis of structuraldesign, 2005.
2. Austrian Standards Institute. ONR 24810,Technical protection against rockfall - Terms anddefinitions, effects of actions, design, monitoring andmaintenance, 2013.
3. EOTA. Guideline for European technical approvalof falling rock protection kits (ETAG 27), February2008.
MEL Pre-test Photo, Side MEL Post-test Photo, Side
MEL Pre-test Photo, Front
MEL Post-test Photo, Front
Tested Energy LevelkJ (ft-tons)
118( 4)4
4 4/0 46/201 TSC- -ZD100