• Aucun résultat trouvé

Vibration measurements at Eldorado Mining and Refining Company, Ottawa

N/A
N/A
Protected

Academic year: 2021

Partager "Vibration measurements at Eldorado Mining and Refining Company, Ottawa"

Copied!
30
0
0

Texte intégral

(1)

Publisher’s version / Version de l'éditeur:

Technical Note (National Research Council of Canada. Division of Building Research), 1964-01-01

READ THESE TERMS AND CONDITIONS CAREFULLY BEFORE USING THIS WEBSITE.

https://nrc-publications.canada.ca/eng/copyright

Vous avez des questions? Nous pouvons vous aider. Pour communiquer directement avec un auteur, consultez la

première page de la revue dans laquelle son article a été publié afin de trouver ses coordonnées. Si vous n’arrivez pas à les repérer, communiquez avec nous à [email protected].

Questions? Contact the NRC Publications Archive team at

[email protected]. If you wish to email the authors directly, please see the first page of the publication for their contact information.

NRC Publications Archive

Archives des publications du CNRC

For the publisher’s version, please access the DOI link below./ Pour consulter la version de l’éditeur, utilisez le lien DOI ci-dessous.

https://doi.org/10.4224/20358833

Access and use of this website and the material on it are subject to the Terms and Conditions set forth at

Vibration measurements at Eldorado Mining and Refining Company,

Ottawa

Crawford, R.

https://publications-cnrc.canada.ca/fra/droits

L’accès à ce site Web et l’utilisation de son contenu sont assujettis aux conditions présentées dans le site LISEZ CES CONDITIONS ATTENTIVEMENT AVANT D’UTILISER CE SITE WEB.

NRC Publications Record / Notice d'Archives des publications de CNRC: https://nrc-publications.canada.ca/eng/view/object/?id=0ff5e5d0-2755-426a-9dbd-e99af5570c8e https://publications-cnrc.canada.ca/fra/voir/objet/?id=0ff5e5d0-2755-426a-9dbd-e99af5570c8e

(2)

DIVISION OF BUILDING RESEARCH

No.

NATIONAL RESEARCH COUNCIL OF CANADA

412

NOTE

'f

E

C

1HIN ][ CAlL

PREPARED BY

R. Crawford CHECKED BY TDN APPROVEO BY NBH

January 1964

PREPARED FOR

R. C. Hawtrey,

Eldorado Mining and Refining Company, Tunney's Pasture, Ottawa.

SUBJECT

VIBRATION MEASUREMENTS AT ELDORADO MINING AND REFINING COMPANY. OTTAWA

Background vibrations at different sites in the laboratories and offices of the Eldorado Mining and Refining Company were measured under several environmental conditions. The object was to locate the position that was least affected by background vibration for the installation anq efficient operation of an X-ray spectograph.

Procedure

Background vibrations were measured using transducers sensi-tive to particle velocity with the final output being displayed as permanent vibration records, copies of which are enclosed as part of this report. The three components of velocity, the vertical 。ュセ two horizontal were generally observed. The longitudinal component was defined as being in the east-west direction and the transverse in the north-south direction.

The amplitudes were observed at locations on the ground floor and on the fir st floor, with no machinery running in the machine shops and then with a lathe and a drill operating in the shops.

The measurements from the twenty-six vibration records are listed in Table I as peak velocity amplitudes at each location.

Results

Most of the ener gy is contained in the vertical component of velocity. The amplitudes of this component observed in the upstairs

(3)

2

-locations are 4 to 5 times as high as those in the downstairs -locations. Toward the west end of the building, in the mezzanine, the amplitudes are approximately 9 to 10 times higher than those encountered downstairs. The operation of the machinery increases the amplitudes by a factor of less than 2.

An important feature seen from a glance at the vibration records is that relatively higher frequencies occur in the downstairs locations as compared to the frequencies involved upstairs. Compare the waveshapes as shown on Records 1, 10 and 19 as an example. The lower frequencies upstairs are probably due to the vibration of the panel sections between beams in the first floor. The importance of this arises when displacement is considered. The relative difference in displacement vibration level between the ground floor and the first floor will be increased in proportion to the ratio of the higher to the lower frequency. In view of this the use of the upstairs location is not recommended.

No information is available on acceptable vibration levels for an instrument of this type. Nevertheless, previous work concerning back-ground vibrations associated with an electron microscope has shown that a peak velocity amplitude of 1. 0 to 2. 0 x 10-3 in. / sec did not adver sely affect the operation of the instrument. This might be taken as a tentative criterion. On this basis it is clear that the best location will be downstairs. The lowest amplitudes were observed in the downstairs office and in the Sample Reducing Room.

(4)

TABLE I

VIBRATION MEASUREMENTS AT ELDORADO MINING AND REFINING COMPANY

Peak Velocity Amplitude

Transducer Location in.• /sec x 10-3 Remarks

Vertical Longitudinal Transverse

Downstair s Office 0.85 0.48 Machinery off

"

"

0.91 0.72 Machinery on

Sample Preparation Room 0.48 0.29 Machinery off

11

"

"

1.9 1.4 0.86 Machinery on

Mr. Hawtrey's Office 1. 2 0.30 0.34 Machinery off

"

"

II 1.9

0.86 1.6 Machinery on

Sample Reducing Room 1.3 0.. 72 0.80 Machinery on

Green Salt Room 9.6 3.6 2. 4 Machinery on

High Purity Lab. 10.• 8 2. 0 1•.9 Machinery on

No. 2 Mezzanine 16.8 5.0 3.6 Machinery on

Upstair s Office 4.8 1.0 1. 2 Machinery off

"

"

4.6 1.4 1. 5 Machinery on

Thermal Balance Room 5.0 1.0 1.5 Machinery off

"

"

"

4.9 1.9 Machinery on,

fan off

"

II II 5.4

1.8 Machinery on,

(5)
(6)
(7)
(8)
(9)
(10)

NNセ .,

.

" . '"' I t . . 0.... .セ ...セ " セ ..セ .'セ to. _ \' セM .' . ,

..

..

.

.(.,.' ,",... ., ....

,

, "'0-Lセ " "

.

-.

, セ

.

. ' .

.

. 1

·TI

I'

J

L

I,

r

... , I I

1

A'I

I

.. I

I

I

I

I

I . ,

.

, , I '

r. '

,t. I

'.

" I .'.

,

.. -; f "

....

'1". : : . 0 I. '

(11)
(12)

'. . '"'",

.'

"

.

" f • , "

.

( •• t' 00 " ,

(13)

:"'

(14)

Nセ

.

_.

I

.

I Ir • / i ,

.

.

. セ

.

.

"/-

' " . 4,

,

.'"

./

','

.

, '

.

' . "0 ..

(15)

r.;

, ,

.

, , , ,',

,

"

.

.

,-.

.

, , , セ

.,

• '

..

, "

.

-,.

" '

I

..

.

,

.

,

0 V , , ," ' '

·

,

.

-

,

.

--

I '

.

I I

'

-.

0'

f

i

, , r '

,,

,

.. r'

I

I

"

...

I '

,

·

.

I

"

f,o..

, j

0 - .

..

,

--' -\

.

"

I

r

I'

0

,

' ,

'\

-t

Yo' j

.1

j0

III

,II

v

.t

,I,

',,:f

,

,

• .

,,,.

·

,

'/. .

1

, ,

,

I

l

• ,

,

..

,

,

t

I,

,

セN

w

; 1

1

1

"'.

'

I

0

-r/'

I

,"

,

_.'

..-.

I

i

«

-,

..

I::

..

' I

""

u

'"

Lセ ,

,0

'

I :

-

' <

,

'

.

I

! : ,

f

...

-

n.$

-

- m-r,

.

'/

\l,

-<

!

-,

.

..

...

. , 'I i

I

c

"

III ':'

i

..

I

I

,

J

co

<

[)I ,

I

,

..

-, I

-s

,..'

'"

,

<I-

1

..

...

I

I

'"

.

,"

,

--'II

-..

..

t

g

"ls

I

I

I

r

,

I

...tl '

I

I

,

--J

"J,

f

-'"

i

I

セi

..

I

"

1-'

,

"

I

l- I

I

1:1

...

I

-

'"

$

J

I

..I

-'

'!'

I

2- セ

\

, , 0

..

- l

I'

VI

..

r

I:

:>

Lセ

-I

,

I

セゥ

I

Ill'

(16)

..

..

.

.

", I

•• . / < •

(17)
(18)
(19)
(20)
(21)

-','

:.'

.•

.

' セ[セN

.

セLN " '... :", , '".,' I

(22)

',- , " ". • ! •. セMGB

..

.. t ; •

I

,

セ⦅

I "'I··

1..

1 " .' .J ., セNL

..

\

.'

(23)

.'

",

'. -r I セ

t

--l=-I""" セ ;-I

=

, I I I

.;.'=i::f:q:UJJ

I ''"i I I セ 'I· .GセNセ

(24)

'.

.

.;

..

.

.

, \

.

.

.'

t

....

I

---" 1

J.

I

i i

l

I

I

.

, t t: iセNiB

iセ

I",

Ll-U-H-H-H-Ilrl

1·1JH..,

ᄋQKᄋMKM[NNLᄋNNLNNNNNセᄋ

I' ' I· I_ ,

QNAゥZセャヲ

ILI1 U4

+++

lrHln iセ iセG r·· セiᄋᄋ ITI, iセi セ ihセ 1'1' I" I, iセ • 1-\.... セ ,

...

, . I!

.

.

.

""

.i:.

rot. ..

1

t

i I·'

I

,

,

I i' 10

1:,[

I'

.

.

,

.

...

.

.

(25)

- セ '. . NセMNN ,

.

.

,

.

'

·e

a

v

.

" -,.:, .

'.

I:

I "

. e'

セ '.

.

(26)

.. .. イ[Nセ ... セZ

(27)
(28)

.

,

.'

.

I

i '.

I I" : I' ',i:'

,

I

I

-f ! イセN

Ii \

Nセ

!

LセG t

.

"

....

[jセ

^cセB

.cr--"l セLNQ r::: セ 1'Ii-セ

...

r-.. セ 1<'"セ

..

..

[ZZZセ I- :.::

- I"-セ ...

>

c:: セ

..

r-..l:a

,

.1- I--r-Oo

....

セ :,... 1,.-

イLNNNセ_

1"-r- .... ) Ie::::-

...

セ セ I セ[エN

セセ <

r-"-

:::. :', I f セ " ..

iGMッセイM

I-e :

...

'j

セᆬ

iセ [. iセ Q I I'

.

t ••• '

..

..

.

-

.

.

..セ... .

.

ヲ」セ 10---.1-" I4\J

,

セ lor: iセセ 1<c1o-ler> , セd ヲャiHセ

-セー セiZj

r

-

1'1'-. ! •

イ]セ

iセ f(P iセセ セ I'

I

!{

·l++++++"i-H " " GNセN LセNL "

:1.

j

I '

'OJ, I .., ,,-_. セェMiMiMiGiB[ f. ,

!J'I-

1

ZセGZゥ ", e,. l : : "

.

p . r. :,

(29)

セN

e·,'

.e.,

.-.

", \

,

I.' " ゥLセN

IT'

,d,"R

!)::1:t1J

1'1:

1

;"

セii

Mセセ

I

(30)

."",

.

. GセZ ..

....

.j" NセNNNNN ". .

Références

Documents relatifs

The direct approach uses several cleaning methods applied to the measured wall pressure fluctuation, and the indirect approach is based on the identification of the pressure

The paper introduces a new semantics for temporal STIT logic (the logic of seeing to it that) based on concurrent game struc- tures (CGSs), thereby strengthening the

EFFOH N’DRIN Dénis - Thèse de doctorat d’état en médecine 2002-2001 56 La longue durée d'intervention constatée chez les non expérimentés à l'origine de

Le tableau IV présente le profil de consommation en doses définies journalières/1000 jours-présence par unité de soins de 2010-2011 à 2014-2015.. 20 ans Comité de

Figure 4-6 shows the resulting deterioration in performance in the adaptive CSF algorithm when the number of data samples used to estimate the CSF coefficients

The results for the pressure loss are normalized by the corresponding fully developed Poiseuille flow pressure loss through an equivalent length tube.. The magnitude

Comme nous allons le voir dans un instant avec la no- tion de produit tuilé, on peut aussi générer tout tuilage par produits de signaux non tuilés (ou trivialement tui- lés) et

Après avoir fait un rapide état de l’art des modes et mécanismes de dégradation existant en pile et des approches pour les modéliser, l’évolution des pertes au cours