4th World Conference on Explosives & Blasting Techniques, Vienna, 9th - 11th September 2007 ÖNORM S 9020 Din 4150, 01 - 03 Workshop Vibration Standards Rolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna Vibration Standards Germany and Austria
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4th World Conference on Explosives & Blasting Techniques, Vienna, 9th - 11th September 2007
ÖNORM S 9020Din 4150, 01 - 03
Workshop Vibration StandardsRolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna
Vibration Standards
Germany and Austria
4th World Conference on Explosives & Blasting Techniques, Vienna, 9th - 11th September 2007
ÖNORM S 9020Din 4150, 01 - 03
Workshop Vibration StandardsRolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna
Contents:
Austrian Standard „ÖNORM S 9020“„ÖNORM S 9020“
German Standard „DIN 4150“„DIN 4150“
- Vibrations- Vibrations
- Prediction - Prediction
- Measurement- Measurement
4th World Conference on Explosives & Blasting Techniques, Vienna, 9th - 11th September 2007
ÖNORM S 9020Din 4150, 01 - 03
Workshop Vibration StandardsRolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna
Austrian Standard
ÖNORM S 9020
“Building Vibrations”
4th World Conference on Explosives & Blasting Techniques, Vienna, 9th - 11th September 2007
ÖNORM S 9020Din 4150, 01 - 03
Workshop Vibration StandardsRolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna
The Austrian standard ÖNORM S 9020, August 1986, Building Vibrations, blasting vibrations and comparable immissions of impulse shape, prescribes guidelines for measurement and placement of geophones station in buildings.
The standard is divided into four sections of assessment :
4th World Conference on Explosives & Blasting Techniques, Vienna, 9th - 11th September 2007
ÖNORM S 9020Din 4150, 01 - 03
Workshop Vibration StandardsRolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna
figure 1: Ditance – charge - relation diagram
*
4th World Conference on Explosives & Blasting Techniques, Vienna, 9th - 11th September 2007
ÖNORM S 9020Din 4150, 01 - 03
Workshop Vibration StandardsRolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna
The standard is concentrated on a distance – charge relation for 2 areas, which is to be calculated by the following 4 formulas:
Step 1 : Distance – Charge Relation
4th World Conference on Explosives & Blasting Techniques, Vienna, 9th - 11th September 2007
ÖNORM S 9020Din 4150, 01 - 03
Workshop Vibration StandardsRolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna
D = shortest distance
L = maximum charge per delay
1) Distance more than 50 m
2) Distance between 15 m and 50 m
under normal conditions
4th World Conference on Explosives & Blasting Techniques, Vienna, 9th - 11th September 2007
ÖNORM S 9020Din 4150, 01 - 03
Workshop Vibration StandardsRolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna
D = shortest distance
L = maximum charge per delay
3*) Distance more than 50 m
4*) Distance between 15 m and 50 m
under favourable conditions
4th World Conference on Explosives & Blasting Techniques, Vienna, 9th - 11th September 2007
ÖNORM S 9020Din 4150, 01 - 03
Workshop Vibration StandardsRolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna
Step 2: Vibration Measurements
Measurements have to be on this side of building where vibrations are
induced.
Free-field measurements or measurements next to buildings are not
suitable. The measure-system must show a distort-free frequency of
2 - 250 Hz.
The decisive criteria of assessment is the resultant vector sum of the
peak particle velocity, vR,max .
4th World Conference on Explosives & Blasting Techniques, Vienna, 9th - 11th September 2007
ÖNORM S 9020Din 4150, 01 - 03
Workshop Vibration StandardsRolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna
measuring point inside a building
4th World Conference on Explosives & Blasting Techniques, Vienna, 9th - 11th September 2007
ÖNORM S 9020Din 4150, 01 - 03
Workshop Vibration StandardsRolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna
Evaluating Structure Classes
For an assessment on structures the vibration resultant vector sum will be placed into a standard classification table that concludes a building standard design of static stability.
4th World Conference on Explosives & Blasting Techniques, Vienna, 9th - 11th September 2007
ÖNORM S 9020Din 4150, 01 - 03
Workshop Vibration StandardsRolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna
4th World Conference on Explosives & Blasting Techniques, Vienna, 9th - 11th September 2007
ÖNORM S 9020Din 4150, 01 - 03
Workshop Vibration StandardsRolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna
From the above as background in technical sight it can be noticed that the
ÖNORM S 9020, Building Vibrations, from 01. August 1986, was for a
long term a regulation corresponding to the „the rules of techniques“.
General goal of the ÖNORM S 9020 is the protection of buildings from
damage initiated by external short-time impulse-shape vibrations.
4th World Conference on Explosives & Blasting Techniques, Vienna, 9th - 11th September 2007
ÖNORM S 9020Din 4150, 01 - 03
Workshop Vibration StandardsRolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna
The ÖNORM S 9020 prescribes that those vibration-measurements there
have to take place where the vibrations enter the building, by meaning on
foundation next to the building side where the immission enter.
Thereby the normative assessment value is the maximum resultant
vibration velocity (maximum vector sum vR,max).
However the influence of frequencies in the standard is considered in two
steps only (range until 50 m and range over 50 m).
4th World Conference on Explosives & Blasting Techniques, Vienna, 9th - 11th September 2007
ÖNORM S 9020Din 4150, 01 - 03
Workshop Vibration StandardsRolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna
Including experiences of the last decades the Austrian standard can – in a simplified
investigation procedure of short-time vibration assessment – be used. But, latest
technical/medical discoveries regarding the annoyance of humans in buildings
during short-time vibrations are not objectively given.
Most of the other European countries use frequency-related
standards whose results are appropriately and accurately related to
tectonically requirements of disrupted underground.
4th World Conference on Explosives & Blasting Techniques, Vienna, 9th - 11th September 2007
ÖNORM S 9020Din 4150, 01 - 03
Workshop Vibration StandardsRolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna
In the past years it was exposed by accepted (international) scientific and technical
discoveries, that not a vibration velocity based on the 3 single-components x, y und z
and its maximum resultant vibration velocity (maximum vector sum vR,max) has been
conclusively for an assessment, but the peak particle velocity (maximum value vi,max)
from one of the three single-components (x,y,z) on foundation must be observed.
Latest Stand of Techniques
4th World Conference on Explosives & Blasting Techniques, Vienna, 9th - 11th September 2007
ÖNORM S 9020Din 4150, 01 - 03
Workshop Vibration StandardsRolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna
German Standard
„DIN 4150“
„Vibrations in Buildings“
4th World Conference on Explosives & Blasting Techniques, Vienna, 9th - 11th September 2007
ÖNORM S 9020Din 4150, 01 - 03
Workshop Vibration StandardsRolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna
The EU regulations of the employee-protection is given at two different positions:
1. Guidelines in accordance with Art. 118a EEC-acts: Adjustment of the regulations and circumstances to the protections the safety and health from Employees at the job
2. Guidelines in accordance with Art. 100a EEC-acts: Elimination of trade-impediments with products , for example
(explosives) under observation of safety and health - protection at the
same time
background
4th World Conference on Explosives & Blasting Techniques, Vienna, 9th - 11th September 2007
ÖNORM S 9020Din 4150, 01 - 03
Workshop Vibration StandardsRolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna
Efforts of the EU about uniform minimum - standards for the protection of employees and environment.
basic element:
„to evaluate the risks“
background
4th World Conference on Explosives & Blasting Techniques, Vienna, 9th - 11th September 2007
ÖNORM S 9020Din 4150, 01 - 03
Workshop Vibration StandardsRolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna
The German Standard „DIN 4150, Vibrations in Buildings“
consists:
DIN 4150, Part 1, “Prediction of vibration parameters”, June 2001
DIN 4150, Part 2, “Effects on persons in buildings”, June 1999
DIN 4150, Part 3, “Effects on structures” February 1999
4th World Conference on Explosives & Blasting Techniques, Vienna, 9th - 11th September 2007
ÖNORM S 9020Din 4150, 01 - 03
Workshop Vibration StandardsRolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna
Definition: Vibrations
Mechanical vibrations of solid bodies with potential damage or molestation effect.
Short-time vibration:
Are those of which number of occurrence is not sufficient causing material fatigue
and
which timing is not suited generating resonance at an affected building (facility).
DIN 4150
4th World Conference on Explosives & Blasting Techniques, Vienna, 9th - 11th September 2007
ÖNORM S 9020Din 4150, 01 - 03
Workshop Vibration StandardsRolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna
Vibration Measurements
Measurements have to be on this side of building where vibrations are
induced.
Free-field measurements or measurements next to buildings are not
suitable.
The measure-system must show a distort-free frequency of
1 - 80 Hz or
1 – 315 Hz
The decisive criteria of assessment is the peak particle velocity, vi,max
DIN 4150
4th World Conference on Explosives & Blasting Techniques, Vienna, 9th - 11th September 2007
ÖNORM S 9020Din 4150, 01 - 03
Workshop Vibration StandardsRolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna
„DIN 4150“
Part 1
" Prediction of Vibration Parameters "
June 2001
4th World Conference on Explosives & Blasting Techniques, Vienna, 9th - 11th September 2007
ÖNORM S 9020Din 4150, 01 - 03
Workshop Vibration StandardsRolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna
Indications of
Vibration Prediction
4th World Conference on Explosives & Blasting Techniques, Vienna, 9th - 11th September 2007
ÖNORM S 9020Din 4150, 01 - 03
Workshop Vibration StandardsRolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna
The prognosis is calculated by using the vibration number method.
For this two main rock types different empirical exponents are assigned regarding a general relation with the following determination:
Sedimentary Rock v = 969 . k . L 0,6 . R -1,5 (mm/s)
Crystalline Rock v = 206 . k . L 0,8 . R -1,3 (mm/s)
Thereby
L charge [ kg ]R distance [ m ]
4th World Conference on Explosives & Blasting Techniques, Vienna, 9th - 11th September 2007
ÖNORM S 9020Din 4150, 01 - 03
Workshop Vibration StandardsRolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna
Sample
for
Sedimentary Rock
4th World Conference on Explosives & Blasting Techniques, Vienna, 9th - 11th September 2007
ÖNORM S 9020Din 4150, 01 - 03
Workshop Vibration StandardsRolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna
sample 1:
QuarryRock: LimestoneExplosives: 75 kg per delayIgnition: 25 ms und 50 ms, delay 0 – 25, redundantDistance: 400 m Type of building: Dwelling, 3 stories
Applied equation for:
Sedimentary Rock: 969 x L0,6 x R-1,5
969 x 750,6 x 400-1,5
Expected peak particle veloity: vmax = 1,62 mm/s
4th World Conference on Explosives & Blasting Techniques, Vienna, 9th - 11th September 2007
ÖNORM S 9020Din 4150, 01 - 03
Workshop Vibration StandardsRolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna
Sample
for
Cristalline Rock
4th World Conference on Explosives & Blasting Techniques, Vienna, 9th - 11th September 2007
ÖNORM S 9020Din 4150, 01 - 03
Workshop Vibration StandardsRolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna
sample 2:
QuarryRock: GraniteExplosives: 75 kg per delay Ignition: 25 ms, delay 0 – 18, redundantDistance: 400 m Type of building: Dwelling, 2 stories
Applied equation for:
Crystalline Rock: 206 x L0,8 x R-1,3
206 x 750,8 x 400-1,3
Expected peak particle veloity: vmax = 2,7 mm/s
4th World Conference on Explosives & Blasting Techniques, Vienna, 9th - 11th September 2007
ÖNORM S 9020Din 4150, 01 - 03
Workshop Vibration StandardsRolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna
For this two main rock types different empirical
exponents are assigned regarding a general relation
with the following difference:
4th World Conference on Explosives & Blasting Techniques, Vienna, 9th - 11th September 2007
ÖNORM S 9020Din 4150, 01 - 03
Workshop Vibration StandardsRolf R. Schillinger, CTO, BlastCom GmbH, Nördlingen, Vienna