U.S. patent number 3,828,504 [Application Number 05/349,589] was granted by the patent office on 1974-08-13 for concrete structural member with high internal damping.
Invention is credited to Bo Malte Staffan Egerborg, Goran Robert Gadefelt, Gunnar Ingemar Hagbjer, Kjell Spang.
United States Patent |
3,828,504 |
Egerborg , et al. |
August 13, 1974 |
CONCRETE STRUCTURAL MEMBER WITH HIGH INTERNAL DAMPING
Abstract
A concrete structural member comprises at least two elongated
concrete elements completely spaced from one another by a
continuous intervening layer of viscoelastic material in full
surface engagement with each element. The viscoelastic material has
a thickness which is a small fraction of the thickness of each
element, a modulus of elasticity of 10.sup. 6 -10.sup.8 N/m.sup.2,
and a loss factor exceeding 0.5.
Inventors: |
Egerborg; Bo Malte Staffan
(Ekero, SW), Gadefelt; Goran Robert (Stockholm,
SW), Hagbjer; Gunnar Ingemar (Stockholm,
SW), Spang; Kjell (Vallingby, SW) |
Family
ID: |
26844296 |
Appl.
No.: |
05/349,589 |
Filed: |
April 9, 1973 |
Related U.S. Patent Documents
|
|
|
|
|
|
|
Application
Number |
Filing Date |
Patent Number |
Issue Date |
|
|
146776 |
May 25, 1971 |
|
|
|
|
Current U.S.
Class: |
52/403.1;
188/268; 52/410; 181/285 |
Current CPC
Class: |
E04C
3/36 (20130101); B32B 13/12 (20130101); E04B
1/84 (20130101); G10K 11/168 (20130101); E04B
1/86 (20130101); E04C 3/29 (20130101); E04B
1/98 (20130101); E04B 2001/8471 (20130101); B32B
2315/06 (20130101); B32B 2307/56 (20130101) |
Current International
Class: |
E04B
1/86 (20060101); E04C 3/30 (20060101); E04B
1/84 (20060101); E04C 3/29 (20060101); E04B
1/98 (20060101); E04C 3/36 (20060101); G10K
11/00 (20060101); G10K 11/168 (20060101); E04c
003/34 () |
Field of
Search: |
;52/573,396,403,410,722,723,309,730,612,167 ;188/1B ;181/33R |
References Cited
[Referenced By]
U.S. Patent Documents
Foreign Patent Documents
|
|
|
|
|
|
|
406,954 |
|
May 1967 |
|
AU |
|
711,888 |
|
Jun 1965 |
|
CA |
|
Primary Examiner: Perham; Alfred C.
Attorney, Agent or Firm: Pollock; Elliott I.
Parent Case Text
CROSS-REFERENCE TO RELATED APPLICATION
The present application comprises a continuation in part of U.S.
application Ser. No. 146,776 filed May 25, 1971 now abandoned.
Claims
Having thus described our invention, we claim:
1. A concrete structural member having high internal damping, said
member including at least two concrete elements completely spaced
from one another by at least one continuous, intervening layer in
full surface engagement with each of said elements and comprising a
viscoelastic material operative to absorb essential energy at
shearing, said viscoelastic material having a thickness which is a
small fraction of the thickness of each of said elements, and said
viscoelastic material having a modulus of elasticity of 10.sup.6 -
10.sup.8 N/m.sup.2 and a loss factor exceeding 0.5.
2. The structural member of claim 1 wherein said viscoelastic
material has a thickness of substantially 0.1-1 mm.
3. The structural member of claim 1 wherein said structural member
is of elongated configuration and is adapted to be exposed to
bending forces, said viscoelastic material being disposed closely
adjacent the neutral plane of said member.
4. The structural member of claim 1 wherein said concrete elements
are each of elongated configuration, said layer of viscoelastic
material extending throughout substantially the entire length of
said member.
5. The structural member of claim 4 including means for restricting
movement of said elongated elements relative to one another in the
direction of extension of said intervening layer.
6. The structural member of claim 5 wherein said means for
restricting relative movement engages each of said concrete
elements and extends in a direction transverse to the direction of
extension of said layer.
7. The structural member of claim 5 wherein said means for
restricting relative movement comprises complementary facing
internal portions of said concrete elements extending in directions
transverse to the direction of extension of said layer.
8. The structural member of claim 7 wherein said layer consists of
a foil of viscoelastic material.
9. The structural member of claim 1 wherein said layer is of
laminated, sandwich plate construction and comprises a lamination
of viscoelastic material disposed between a pair of thin
plates.
10. The structural member of claim 1 wherein said layer comprises a
layer of viscoelastic material in engagement with at least one,
comparatively stiff layer having a plurality of pores therein.
Description
BACKGROUND AND SUMMARY OF THE INVENTION
The present invention relates to a method for obtaining high
internal damping in a concrete or light concrete construction.
A problem more and more paid attention to in connection with house
construction is the unprevented transmission of structure-born
noise through homogenous concrete beams and concrete walls
(inclusive of lift or elevator shafts, staircases etc.). Surge from
water being flushed, doors being banged, people walking in stairs,
elevator transports, disturbing activities from workshops in the
same house, printing presses etc., vibrations from road traffic,
underground railway etc., cause embarrassing noise, which can be
limited only at great costs. The flanking transmission of air noise
via for instance elements of light concrete is also a great
problem.
A homogenous concrete slab reinforces vibrations imparted thereto
about 100 times by resonance oscillations (bending vibrations) and
the propagation damping is low (for bending waves < 0.1 dB per m
at 100 Hz). A high-grade reduction of the reinforcing factor by the
increase of the interior losses in the slab and a heavy increase of
the impedance and the propagation damping connected thereto are the
fundamental prerequisite to manage the problems with structure-born
noise.
One of the methods among those so far used for increasing the
internal damping in concrete elements is testing to a limited
extent concrete elements with cavities filled with sand, which has
increased the internal damping by factors of 2-5 depending on the
frequency range, grain size, the distribution of the cavities etc.
This method is rather expensive and uncertain. The sand must be
homogenous and the cavities must be of irregularly varying size to
avoid compaction and to obtain an increase of the internal damping
in a sufficiently wide frequency range. Casting of rubber or
plastic material into the concrete has also been tried and a
damping by factors of 5-10 has been obtained.
By using in a suitable manner the very high energy absorption
(damping ability) of certain viscoelastic materials when being
exposed to shearing it is possible to construct elements with an
internal damping increased by a factor of 20.
The principle for this is known from aviation, missile and
satellite technique, where it is used for damping thin plates. A
layer of viscoelastic material is then disposed between two plates.
The laminated product thus accomplished is normally and in the
following called sandwich plate. Such damping applications, and
viscoelastic materials used for that purpose, are described in
"Shock and Vibration Handbook," Vol. 3, by C. M. Harris and C. E.
Crede (McGraw-Hill Book Co., Inc., 1961). One viscoelastic material
adapted for this purpose, as shown in table 36.4 of said Handbook,
is polyvinyl chloride acetate, which gives satisfactory damping in
the frequency range above 100 Hz and within the temperature range
of 21.degree.-65.degree.C. It is typical, for thin layers useful to
absorb energy at shearing, that the layer of viscoelastic material
has a modulus of elasticity E = 10.sup.6 -10.sup.8 N/m.sup.2
(Newton per square meter) and a loss factor exceeding 0.5.
The thickness of the viscoelastic layer used in sandwich plates is
typically of a magnitude 0.1-1 mm, i.e., it is of substantially the
same order of magnitude as the plates between which it is placed.
Starting from this there might be reason to expect that
correspondingly thick viscoelastic layers must be used for damping
relatively thick concrete constructions. In tests for damping
concrete constructions, however, it has surprisingly been found
that viscoelastic materials exist for which a layer of the same
thickness as has been used in sandwich plates gives perfectly
satisfactory damping (factor 20-30) of concrete elements, for
instance beams, slabs, walls and columns.
Thus, the invention relates to a method for obtaining high internal
damping in a concrete or light concrete construction characterized
by the features defined in the following claims.
BRIEF DESCRIPTION OF THE DRAWINGS
The invention will be described in the following with reference to
the drawings, which show different constructions produced by the
method of the invention.
FIG. 1a-f showing sections through different beams or slabs and
FIG. 1g a section along the line I--I in FIG. 1f,
FIG. 2a-e showing sections through different columns,
FIG. 3 a vertical section through a wall and
FIG. 4 a section through another construction.
DESCRIPTION OF THE PREFERRED EMBODIMENTS
FIG. 1 shows the principle for the arrangement of the viscoelastic
layer 1 between two constructional parts 2 and 3.
In the constructions shown in FIG. 1 the viscoelastic material
layer 1, for transmitting bending oscillations in the construction
to shearing in the viscoelastic layer, is positioned in the neutral
plane of the respective construction or close to the same. In the
substantially horizontal construction shown in FIG. 1 the
viscoelastic layer can be applied in the form of a foil or film or
the like or by spraying on to the lower constructional part 3,
after which the upper constructional part 2 is positioned. Applying
can take place on constructional parts already cast or when being
cast.
For avoiding displacement of constructional parts relative to each
other along the parting line, suitable means can be included for
limiting such motion. In FIG. 1b such means are shown in the form
of bolts 4 passing through the two constructional parts. In FIG. 1c
the parts are shaped per se so that a relative motion along the
parting line is restricted. In FIG. 1d and 1e motion restricting
elements 5 and 6, respectively have been cast into the lower
constructional part during casting of the constructional parts,
after which the upper constructional part has been cast into place
with the viscoelastic layer 1 and the elements 5 and 6,
respectively, being recessed into the upper and lower parts,
respectively. In FIG. 1f and 1g another construction is shown,
where the cooperating shape of the parts limits said motion.
In FIGS. 2a-e various examples are shown illustrating how the
viscoelastic layer 1 can be included in columns, and in FIG. 3 such
a layer 1 is shown included in a wall construction. In vertical
constructions, such as those according to FIG. 2 and FIG. 3, the
layer 1 can be applied by spraying or by hanging a foil or the like
of the viscoelastic material in the boundary surfaces between the
parts of the respective construction at the time of their
manufacture.
In the construction shown in FIG. 4 a stiff layer 7 is located
between the finished constructional parts 2 and 3, respectively,
and the viscoelastic layer 1, which layer 7 has communicating pores
for pressing out air at the time the constructional parts are
joined together.
Suitable viscoelastic materials for use with the present invention
are certain plastic materials, preferably thermoplastic
materials.
As an alternative to the use of a foil of the viscoelastic material
also the aforesaid so-called sandwich plates can be used, which
include such a layer, as mentioned above.
* * * * *