Hilti solution for
earthquake
applications
Post-installed anchoring
Post-installed rebar
Fastening structural and non-structural elements according to
new European regulations.
Injectable mortar and everything required for the safe installation
of concrete-to-concrete connections.
Ventilated facade
Firestop
Aluminum sub construction for light ventilated façade systems, system tested for seismic applications
Solutions for pipe and cable penetrations through floors or
walls, and for fire rated joint seals to reduce post earthquake
impacts.
Installation systems
Structure detection
Maximum safety assured by expert design and the use of Hilti
standard pre-design solutions.
PS 250 and PS 1000 - Compact, cordless and complete system quickly operational and simple to operate to detect rebar
in order not to hit them during drilling.
Hilti. Outperform. Outlast.
Hilti Corporation I 9494 Schaan I Liechtenstein I P +423-234 2111 I F +423-234 2965 I www.hilti.com/seismic
Hilti = registered trademark of Hilti Corp., Schaan | W4194 0413 0-en | 1 Printed in Liechtenstein | © 2013 | Right of technical and programme changes reserved S. E. & O.
Everything you require for easy and reliable seismic
specifications.
Hilti solution for
earthquake
applications
Hilti partner of specifyers in
seismic design.
Hilti. Outperform. Outlast.
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Seismic design and specification of seismic products is
Seismic-relevant structural applications
Structural connections are vital to ensure that the structure
responds to a seismic event in a proper, predictable manner.
Connections should therefore be clearly detailed in the design
phase to make certain that both contractors and building inspectors
comprehend project specifications.
Firm, well thought out specifications are the best way to ensure that
the designed product is the one that is actually used.
Seismic-relevant non-structural applications
Anchors are often used to fasten non-structural components.
Their design and selection is therefore crucial in terms of minimizing both injuries to building occupants and the costs associated
with seismic events.
As fire is a common byproduct of earthquakes, firestop systems
should be specified in accordance with their ability to withstand
extreme deformation.
 Seismic retrofitting (e.g. bracings, shear reinforcement)
 Secondary steel connections and fastenings for utilities
 Structural steel element connections to concrete
 Equipments
 Post-installed rebar connections
 Mechanical and electrical supports
 Shear wall fastenings
 Ventilated façade systems and curtain walls
 Firestop cable and pipe penetrations and joints
2
www.hilti.fr/sismique
Hilti solution for
earthquake
applications
7
6
4
5&EXLOGLQJDYHUDJH
9
6WUXFW
6
1RQVW
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5&EXLOGLQJDYHUDJH
3
2IILFH
1
6
6WUXFWXUDO
1RQVWUXFWXUDO
&RQWHQWV
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+RWHO
crucial in both structural and non-structural
applications.
2IILFH
6WUXFWXUDO
Repair costs resulting from a seismic event
1RQVWUXFWXUDO
&RQWHQWV
20%
40%
20%
18%
5&EXLOGLQJDYHUDJH
8%
+RWHO
44%
2IILFH
40%
Structural
17% 13%
48%
+RVSLWDO Nonstructural
Contents
70%
62%
6WUXFWXUDO
RC building average
Office
Hotel
Hospital
1RQVWUXFWXUDO
Source: Taghavi S. and Miranda E.: “Seismic Performance and Loss Assessment of Nonstructural Building Components,”
Proceedings of 7th National Conference on Earthquake Engineering,
Boston,
2002.
+RWHO
&RQWHQWV
+RVSLWDO
www.hilti.fr/sismique
3
New rating classifications for anchor performance under seismic load: C1 and C2
New European testing procedure for determining the seismic suitability of fastenings
The seismic pre-qualification of anchors has been regulated since early 2013 in Europe
following the release of ETAG 001 Annex E. Anchors subject to this new test procedure must
now incorporate in the ETA all the required seismic design technical data . The suitability for
seismic loading is classified as:
ETA seismic category C1 – similar to U.S. pre-qualification procedure; only suitable for nonstructural applications according to the EOTA TR045 recommendations
ETA seismic category C2 – arduous seismic crack movement tests qualify an anchor as
suitable for more demanding structural and non-structural applications
Structural applications
Acceleration (ag.S)
Non-structural applications
Building importance
II, III, IV
< 0.05g
non-seismic
0.05g to 0.1g
ETA C2
> 0.1g
Acceleration (ag.S)
Building importance
II, III
< 0.05g
Building importance
IV
non-seismic
0.05g to 0.1g
ETA C1
> 0.1g
ETA C2
ETA C2
Adapt locally
The map above is based on national earthquake data (for ordinary buildings and ground type A) and provides perspective on the
relevance of the new ETA guidelines in various countries. For more precise information see national regulations.
4
www.hilti.fr/sismique
Hilti solution for
earthquake
applications
Post-installed anchor seismic design
EOTA TR045 sets the fastening seismic design standard
EOTA TR045 sets the standard for the seismic design of steel-to-concrete connections until the
new EN 1992-4 is released (release date pending confirmation).
This code is in full compliance with the standards in the new ETAG 001 Annex E.
Three design options
The design code incorporates three design approaches which are described below. Note that all
three of these approaches are acceptable within their application conditions.
a1) Capacity design
The anchorage is designed for the force corresponding to the yield of a ductile component or, if
lower, the maximum force that can be transferred by the fixture or the attached element.
a2) Elastic design
The fastening is designed for the maximum load assuming an elastic behavior of the fastening
and of the structure.
b) Design with requirements on the ductility of the anchors
This design for ductile steel failure requires an anchor classified as ductile. Additionally, this approach is applicable only for the tension component and some provisions require to be observed in order to ensure that the cause of failure is steel failure.
Hilti engineering services
A team of qualified and experienced engineers is available to
provide you with more detailed information and to help you
determine and design the best solution for your particular project.
Contact them:
Adapt
- by phone at 01 30 12 65 01 (from
8h30locally
to 12h30 and from 13h30 to 17h00),
- by fax at 01 30 12 52 40,
- by e-mail at fr-servicetechnique@hilti.com
www.hilti.fr/sismique
5
Seismic fastening systems
Approved per new European regulations (ETAG 001 Annex E)
ETA seismic categories C1 and C2
Hilti HIT-HY 200-A with HIT-Z
Fast-curing bonded anchor.
No cleaning required with the innovative HIT-Z rod.
Hilti HST
Medium-duty mechanical anchor.
Designed to excel in cracked concrete.
ETA seismic category C1
Hilti HIT-RE 500-SD with HIT-V rod or HIS-N sleeve
Slow-curing bonded anchor.
Hilti HUS
Highly efficient medium duty screw anchor.
Ideal for serial applications.
Post-installed anchor accessory
Hilti dynamic set
Filling washer, conical washer, nut and lock-nut.
Doubles shear resistance and prevents loosening.
Hilti now tests new anchors according to the updated seismic pre-qualification.
Find the latest seismically qualified anchor at www.hilti.com/seismic.
Design tools
Design is further simplified by Hilti’s own PROFIS software,
which allows users to design fastening systems and rebar connections easily and in accordance with the state-of-the art
seismic code framework.
Additionally, the printed version of the Fastening Technical
Manual (FTM) provides all technical data for both anchoring
and rebar connections.
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PROFIS Anchor
FTM
www.hilti.fr/sismique
Hilti solution for
earthquake
applications
Structural rebar applications
Approved per CSTB seismic pre-qualification
Post-installed structural rebar
Reinforced concrete design assumes that concrete has negligible tensile strength while
allowing for the design of rebar development length and avoiding brittle concrete failure, in
the following two situations:
• Transferring tensile loads from one bar to another (overlap splice)
• Development length of the tensile force in a bar beyond a node in equilibrium
Seismic structural rebar approval
French DTA approvals delivered by CSTB, a member of EOTA, recognizes Hilti
HIT-RE 500-SD injectable mortars as products qualified for structural rebar applications in
seismic zones. By applying engineering judgment, engineers can use this French approval
when designing seismic structural post-installed rebar connections.
Included in the DTAs
• The design bond strength fbd,seism of Hilti mortar considered for use in seismic zones
• Formatted data for design with Eurocode 2 and Eurocode 8
• Application limit information (e.g. transverse reinforcement, settings instructions)
DTA seismic approval
Hilti HIT-RE 500-SD
Slow-curing anchor mortar.
CSTB approval DTA 3/10-649 for seismic rebar
applications.
Adapt locally
PROFIS Rebar
www.hilti.fr/sismique
FTM
Dedicated web page for specifyers
7
Recommanded firestop products in seismic
Fires following earthquakes represent a major risk, both for the safety of human lives and for the protection of facilities and assets.
After an earthquake, fire, smoke and water damage can cause severe problems including:
■ Damage to mechanical and electrical equipment
■ Breaking/leaks in pipe systems
■ Damage to electrical lines, including emergency equipment, lighting
■ Damaged communication networks
■ Gas leaks, creating an explosion risk
■ Blocked, unusable escape routes
Once these problems have been managed there will also be a need for repair, maintenance and reinspection.
Hilti seismic tests
Hilti has conducted extensive tests to determine the behavior of firestop products in a seismic event while
taking fire integrity and smoke tightness issues in a post-earthquake environment into consideration.
Test setup
The quasi-static cyclic loads according to FEMA 461* protocol were applied directly on the penetrants,
whereas the wall was fixed. Tests were carried out in x-direction (load in same direction as the penetrant),
in y-direction (load perpendicular to the penetrant) and in z-direction (rotation with the center in the wall
layer). Air/gas tightness was measured during the test with a pressure testing device to reach measurable
conclusions about damages of the penetration seal. After the seismic test an additional firestop test was
conducted to evaluate permeability of smoke and fire integrity of the relevant firestop system.
Results
Significant factors that were measured: displacement (mm), movement force, pressure drop (Pa/min),
start of pressure drop (mm), % pressure drop, plastic deformation of penetrant (kN), absolute pressure
at start (Pa).
Determining factors: flexibility-elasticity, adhesion, tightness, damage to penetrants, installation reliability.
Outcome: recommendations for suitable and non-suitable firestop products, installation and design
recommendations.
* Federal Emergency Management Agency: Code for interim testing protocol for determining the seismic performance characteristics of
structural and non-structural components.
Cable penetration
Pipe penetration
Firestop foam Hilti CFS-F FX
Firestop acrylic sealant CFS-S ACR
Firestop block Hilti CFS-BL
Firestop collar Hilti CFS-C and CFS-C P
Firestop acrylic sealant CFS-S ACR
Firestop silicone sealant CFS-S SIL
Firestop spray CFS-SP ACR
For joints applications and curtain walls
Joints
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www.hilti.fr/sismique
Hilti solution for
earthquake
applications
Sub-structures for ventilated facade has been
tested in seismic
Ventilated facade present a risk of falling down in case of earthquake. The French state of the art defines a
seismic test method for the entire system.
A design method based on EN 1998-1-1 (Eurocode 8) for non structural elements is also defined
(document CSTB 3725 dated January 2013).
For more information, please contact our technical back office.
Test setup
Three tests are defined:
Required displacement
■ Parallelogram test: This test is performed to observe the behaviour of the system to follow the
movement of the building on which it is fixed. The ventilated facade is installed on a rigid frame
(3 000 x 3 000 mm) fixed on the bottom. The support is gradually deformed in its plane (parallelogram)
by a static displacement applied at the head according to the cycles predefined.
The maximum displacement is ± 60 mm.
A visual control is done on fall elements, breakage or deformation of a component system.
Parallelogram test
Required displacement
■ Dynamic test: This test is to observe the behavior of the system when the support on which it is
mounted is moving in its plane under the action a cyclic reciprocating motion imposed. The ventilated
facade is installed on a rigid frame (3 000 x 3 000 mm) on gliders. Cycles of movements are applied
around the frequency of the system. The maximum displacement is ± 60 mm. A visual control is done
on fall elements, breakage or deformation of a component system.
■ Dynamic perpendicular test: This test is the same as the dynamci test with movement perpendilar to its
plane
Gliders
Dynamic test
Brackets
Profiles
Bracket MFT-MFI M
For sliding point
L Profile
In Aluminium, thickness 2,0 mm and 2,5 mm
Bracket MFT-MFI L
For fixed point
T Profile
In Aluminium, thickness 2,0 mm and 2,5 mm
www.hilti.fr/sismique
9
Installation systems need to be designed
specifically to resist of seismic loads
Pipes
For pipes installation, the basic principle is that the fastenings have to be designed so that the horizontal seismic loads can be
taken in addition to the gravity forces.
To take horizontal forces, the pipe fastenings must either be designed to be sufficiently flexurally stiff, or have bracing that can transfer the
horizontal forces (Fh) in compression. It must be ensured that horizontal loads can be taken transversely and longitudinally in relation to the
pipe axis.
Horizontal seismic forces Fh,y in direction of pipe axis
Horizontal seismic forces Fh,x transverse in relation to pipe axis
Standard fastening for single fastening of pipe (non seismic zones)
Seismic zones: Fastening with baseplate and HST stud anchor
Method of securing: 45° axial brace and transverse brace with rod
and MQ3D-A.
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www.hilti.fr/sismique
Hilti solution for
earthquake
applications
Exemples of solutions
Channel installation
Raised floor
Standard construction of raised floors (non seismic zones)
Standard fastening for channel installation (non seismic zones)
Standard construction of raised floors with support framing (non
seismic zones)
Seismic zones: Fastening with HST stud anchor
Stable U-support assembled from MQ installation channel
system. No additional bracing necessary (depending on load
and distance below ceiling).
Seismic zones: Installation channel suspended with anchor rods
and secured with longitudinal braces.
Method of securing: 45° axial braces with MQ channel and
MQP-45° brace shoe.
Design tools
Seismic zones: Bracing for floors without adjoining walls
Seismic zones: Bracing for floors with high loads
Adapt locally
Design is further simplified by Hilti PROFIS Installation,
which helps users to design installation systems easily and in
accordance with the state-of-the art code.
Additionally, the Installation systems catalogue provides all
technical data for all products MM, MQ and MI.
Download the latest version of Hilti PROFIS Installation and the
technical data sheets from www.hilti.com.
PROFIS Installation
www.hilti.fr/sismique
Catalogue
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