U.S. patent number 3,899,260 [Application Number 05/348,494] was granted by the patent office on 1975-08-12 for sealing member.
This patent grant is currently assigned to Acme Highway Products Corporation. Invention is credited to James J. Kerschner.
United States Patent |
3,899,260 |
Kerschner |
August 12, 1975 |
Sealing member
Abstract
A resilient sealing member for use in an expansion joint
comprising a tubular structure having an internal supporting
construction including a pre-formed compression bar extending
transversely between the sealing member side walls to control the
reaction forces generated in the sealing member and facilitate the
controlled collapse thereof.
Inventors: |
Kerschner; James J. (Kenmore,
NY) |
Assignee: |
Acme Highway Products
Corporation (Buffalo, NY)
|
Family
ID: |
23368277 |
Appl.
No.: |
05/348,494 |
Filed: |
April 6, 1973 |
Current U.S.
Class: |
404/64;
52/396.06; 277/645; 49/498.1 |
Current CPC
Class: |
E01C
11/106 (20130101) |
Current International
Class: |
E01C
11/02 (20060101); E01C 11/10 (20060101); E01C
011/10 () |
Field of
Search: |
;404/69,68,66,64,48,47,49 ;49/475,498 ;52/403,573,396 |
References Cited
[Referenced By]
U.S. Patent Documents
Foreign Patent Documents
Primary Examiner: Byers, Jr.; Nile C.
Attorney, Agent or Firm: Christel & Bean
Claims
I claim:
1. A sealing member comprising: a resiliently yieldable tubular
body having a top wall, a bottom wall and opposite side walls, an
internal supporting truss structure within said body and formed
integral therewith, said internal truss structure including a pair
of cross bars extending downwardly at an angle from said side walls
at points spaced below the upper ends thereof to the opposite side
walls at points spaced above the lower ends thereof, said cross
bars intersecting intermediate their opposite ends, a generally
horizontally extending compression bar extending transversely from
one of said side walls to the other of said side walls below the
intersection of the lower ends of said cross bars with said side
walls in spaced relation to said bottom wall for preventing
buckling of said side walls upon compression and facilitating the
controlled collapse of said body.
2. A sealing member according to claim 1 wherein said top wall has
downwardly sloping portions forming a V-shaped recess and adapted
to fold into the upper space defined by said intersecting cross
bars when said side walls are pressed toward each other.
3. A sealing member according to claim 1 wherein said compression
bar includes a pair of angularly related portions extending
inwardly and slightly downwardly from said side walls and joined
together at a common juncture at an angle slightly less than
180.degree..
4. A sealing member according to claim 1 wherein said compression
bar defines with said bottom wall an open space into which said
compression bar folds upon compression of said body.
5. A sealing member according to claim 1 wherein said cross bars
and said compression bar define with said walls of said body
relatively large open spaces into which portions of said sealing
member can collapse during compression thereof.
6. A sealing member according to claim 1 wherein said compression
bar includes a pair of angularly related portions extending
inwardly and slightly downwardly from said side walls and joined
together at a common juncture at an angle slightly less than
180.degree., said top wall having downwardly sloping portions
forming a V-shaped recess and adapted to fold into the upper space
defined by said intersecting cross bars when said side walls are
pressed toward each other.
7. A sealing member according to claim 6 wherein said compression
bar defines with said bottom wall an open space into which said
compression bar folds upon compression of said body.
8. A sealing member according to claim 7 wherein said cross bars
and said compression bar define with said walls of said body
relatively large open spaces into which portions of said sealing
member can collapse during compression thereof.
9. A sealing member as set forth in claim 1, wherein said top wall
is spaced from said internal truss structure.
Description
BACKGROUND OF THE INVENTION
This invention relates to sealing members and, more particularly,
to sealing members employed in expansion joints which are disposed
in grooves formed between adjacent pavement blocks.
In the construction of highways, bridges, architectural concourses,
airport runways and the like in which pavement sections or slabs of
concrete or other paving materials are used, provision must be made
for the expansion and contraction of such sections due to
variations in temperature. Conventionally, grooves are provided
between adjacent pavement sections to accommodate the expansion and
contraction thereof, such grooves being sealed to preclude the
entry of liquids and solid materials therein and to prevent such
foreign matter from passing through the grooves and beneath the
pavement. These grooves often are sealed by means of hollow,
resilient, elastic strips or seals which can be compressed and
expanded in accordance with the expansion and contraction of the
pavement material.
Often, these hollow strips are provided with internal supporting
truss structures comprising a network of ribs and cross bars which
generate reaction forces to maintain sealing engagement of the seal
side walls with the adjoining surfaces of the pavement sections
during expansion and contraction thereof. Often, these internal
truss constructions present problems where specification
requirements limit minimum and maximum reaction force generation by
such seals during various ranges of compression. For example, where
the internal supporting truss structure is designed to generate
adequate reaction forces initially under slight compression to meet
the minimum reactive force requirement, such structure often
generates an increasing reactive force with increased compression
and often reaches a maximum far in excess of the limits allowed,
rendering the seal difficult to install in an expansion groove.
Also, premature surface contact between the various internal
components of the seal contribute to early failure as a result of
permanent deformation thereof.
SUMMARY OF THE INVENTION
It is an object of the present invention to provide an improved
tubular sealing member having a simple internal supporting truss
construction providing requisite sealing pressure while permitting
an increased range of compression.
It is another object of this invention to provide the foregoing
sealing member with internal compression means generating
substantially uniform reaction forces after initial folding in a
manner facilitating controlled collapsing of the sealing
member.
The sealing member of the present invention is characterized by the
provision of an internal supporting structure incorporating a
compression member extending transversely between the sealing
member side walls to provide controlled reaction forces and to
facilitate controlled collapsing thereof.
The foregoing and other objects, advantages and characterizing
features of this invention will become clearly apparent from the
ensuing detailed description of an illustrative embodiment thereof,
taken together with the accompanying drawing wherein like reference
numerals denote like parts throughout the various views.
BRIEF DESCRIPTION OF THE DRAWING FIGURES
FIG. 1 is a perspective view of one end of a sealing member
constructed in accordance with this invention and shown in its
uncompressed state, being broken away to indicate indeterminate
length;
FIG. 2 is an end elevational view of the sealing member of FIG. 1,
shown in one compressed condition between adjacent structural
sections which are broken away for convenience of illustration;
FIG. 3 is a view similar to FIG. 2, illustrating the sealing member
in a further compressed condition; and
FIG. 4 is a diagrammatic view illustrating the reaction forces
generated in the sealing member of this invention on a graph
correlating the force applied in pounds per lineal inch of seal to
the degree of compression in percentages.
DETAILED DESCRIPTION OF AN ILLUSTRATIVE EMBODIMENT
Referring now in detail to the illustrative embodiment depicted in
the drawing, there is shown in FIG. 1 an elongated, resiliently
yieldable sealing member, generally designated 10, constructed in
accordance with this invention. Sealing member 10 is shown in its
natural, uncompressed condition in FIG. 1. FIG. 2 illustrates
sealing member 10 in a partially compressed condition to about 80 %
of its normal width and disposed between a pair of spaced
structural members 12 and 14 having opposed vertical surfaces 16
and 18 defining a groove therebetween. Structural members 12 and 14
can be pavement slabs or metal members partially embedded in
concrete or other construction material to accommodate a single
sealing member 10. Members 12 and 14 also can represent laterally
spaced beams extending longitudinally in the expansion groove
between adjacent slabs for separating and supporting a series of
laterally spaced sealing members 10 in a composite compression
sealing system. The insertion of sealing member 10 into the groove
defined by members 12 and 14 is facilitated by the application to
surfaces 16 and 18 of a thin layer of a suitable lubricant-adhesive
20 which, when set, cements sealing member 10 in place.
Sealing member 10 preferably is composed of an elastomeric
material, such as neoprene for example, or any other suitable
resiliently yieldable material having similar properties of
durability and high abrasion resistance, adequate compression and
expansion capabilities, and capable of withstanding temperature
extremes, sunlight, weathering, oxidation and deleterious
chemicals. Sealing member 10 is extruded as a unitary, one-piece
construction and can take various outside dimensions to conform to
the width of the groove in which it is to be used and can be of any
length. While the sealing member of this invention is especially
adapted for use in expansion joints formed in airfield runways in
compliance with specific specification requirements, it should be
understood that sealing member 10 has general utility in various
expansion joint applications including, without limitation,
bridges, highways, sidewalks, architectural concourses, and the
like.
Sealing member 10 comprises side walls 22 and 24 which are
substantially parallel and straight from end to end and from top to
bottom. The upper edges of side walls 22 and 24 are connected to a
top wall 26 having downwardly sloping portions 28 and 30 which
converge to form a V-shaped recess and which facilitates downward
movement of top wall 26 when the side walls 22 and 24 of sealing
member 10 are pressed toward each other, thereby avoiding the
extension of any portion of sealing member 10 above the top surface
of the adjacent members 12 and 14. As used herein, the terms upper,
lower, top, bottom, vertical, horizontal and the like are applied
only for convenience of description with reference to the drawing
and should not be taken as limiting the scope of this
invention.
The lower edges of side walls 22 and 24 are connected to a bottom
wall 32 having downwardly sloping portions 34 and 36 which converge
to form a V-shaped bottom wall. Top and bottom walls 26, 32 are
formed integral with side walls 22 and 24 to form corners therewith
and define a tubular structure. The junctures or intersections of
side walls 22 and 24 with bottom wall 32 preferably are somewhat
rounded as shown at 38 in FIG. 1.
Sealing member 10 is provided with an internal supporting truss
structure comprising a pair of intersecting cross bars 40 and 42
which extend diagonally from side walls 22 and 24 downwardly to the
opposite side walls 24 and 22. The upper ends of cross bars 40 and
42 intersect side walls 22 and 24 at regions spaced below top wall
26 and the lower ends of cross bars 40 and 42 intersect side walls
24 and 22 at regions spaced above bottom wall 32. These cross bars
40 and 42 intersect approximately midway between their respective
opposite ends defining a pair of relatively large triangularly
shaped spaces 44 and 46 on opposite sides of a central vertical
plane cut through the axis of sealing member 10 into which various
portions of sealing member 10 can collapse when compressed. The
upper portions of cross bars 40 and 42 are spaced substantially
below top wall 26 and define with side walls 22, 24 and top wall 26
a space 48 in the upper half of sealing member 10 into which the
sloping portions 28 and 30 of top wall 26 can fold when side walls
22 and 24 are pressed toward each other. Also, the lower portions
of cross bars 40 and 42 define a triangularly shaped space 50 in
the lower half of sealing member 10 into which other portions of
sealing member 10 can collapse when laterally compressed.
A significant feature of this invention resides in the provision of
internal compression means offering resistance to prevent inward
buckling of side walls 22 and 24 upon compression and quickly
generating at least a minimum reaction force to maintain pressure
sealing between sealing member side walls 22, 24 and the adjoining
support surfaces 16, 18 under initial compression. Upon further
compression, this compression means yields to limit the extent of
resistance or reaction forces generated thereby within desired
limits enabling sealing member 10 to readily collapse under
compression. Such means are herein provided in the form of a
compression bar 52 extending transversely from side wall 22 just
below the lower end of cross bar 42 to the lower portion of side
wall 24 just below the lower end of cross bar 40 in spaced relation
to and above bottom wall 32, defining a space 54 therebetween.
Compression bar 52 comprises a pair of angularly related portions
56 and 58 extending inwardly and downwardly from side walls 22 and
24 at a slight angle to a horizontal plane cut through sealing
member 10 and joined together at an angular juncture 60. The angle
formed by portions 56 and 58 at juncture 60 is only slightly less
than 180.degree., such as 177.degree. for example. Compression bar
52 is important in providing support for side walls 22 and 24 to
prevent inward buckling thereof and in providing a force acting
laterally outwardly against side walls 22 and 24 to preclude
displacement thereof away from the adjoining support surfaces 16
and 18 during expansion of sealing member 10 upon contraction of
adjacent structural members 12 and 14. At the same time, the
angular juncture 60 between compression bar portions 56 and 58
defines a knee or bend which facilitates the folding of compression
bar 52 into the space 54 in the lower end of sealing member 10
during the compression thereof. Because of this knee juncture 60,
compression bar 52 offers substantially less resistance to the
inward movement of side walls 22 and 24 during compression of
sealing member 10 than it would if such bar were straight. As a
result, side walls 22 and 24 and the overall sealing member body
are not unduly stressed, thereby limiting the maximum reactive
force exerted by sealing member 10 in normal usage.
Spaces 44, 46, 48, 50 and 54 define relatively large open areas
available for the reception of the folded top wall 26, intersecting
cross bars 40 and 42 and portions 56 and 58 of compression bar 52
when sealing member 10 is in a compressed state as shown in FIG. 3
to permit substantial inward movement of side walls 22 and 24 and
compression of sealing member 10 beyond 50 % of its normal width.
FIG. 3 illustrates sealing member 10 compressed to approximately 50
% of its normal width, such compression generally representing the
maximum under substantially all specification requirements and the
maximum to which most seals are subjected. However, it can be seen
that, unlike many seals having a complex internal network of bars
and ribs, there is no surface contact between the various folded
portions of sealing member 10 in this 50 % compressed condition so
that the latter could be still further compressed before any such
contact takes place, thereby insuring avoidance of the possibility
of the seal being permanently deformed by premature surface
contact.
Pre-forming a break or knee in compression bar 52 at juncture 60 is
not only important in facilitating collapse of sealing member 10 to
reduce the reactive force thereof, but also is important in
controlling the folding of bar 52 into space 54 which also becomes
distorted in a controlled downward direction upon folding of bottom
wall 32 thereby avoiding any undesirable surface contact prior to
maximum compression.
A sealing member as described above satisfactorily met a pressure
generation specification requiring a seal having a width of 5/8
inches in the normal, uncompressed state to produce a minimum
reaction force of 4 pounds per lineal inch when compressed to a
width 80 % of its normal width and to produce a maximum reaction
force not to exceed 12 pounds per lineal inch when compressed to a
width 50 % of its normal width. This latter requirement is not met
by many conventional seals which generate a maximum reaction force
considerably in excess of that.
FIG. 4 illustrates the pressure generation characteristics of the
sealing member 10 of this invention on a graph which correlates the
force applied in pounds per lineal inch of seal to the degree of
compression in percentages. The reactive forces or pressure
generation of sealing member 10 is represented by curve A. It will
be observed that a reactive force of 4 pounds per lineal inch is
rapidly obtained upon initial compression of sealing member 10
prior to being compressed to 80 % of its normal width and that such
reactive force substantially levels off with only a minimal
increase of from about 5 to 10 pounds through compression from
about 85 to 50 % of the normal width of sealing member 10. Thus, it
is clearly seen that the specification requirements, hereinbefore
mentioned, can be easily met. As a result, sufficient reaction
forces are quickly attained to provide adequate pressure sealing
along side walls 22 and 24 during initial compression due to the
resistance offered by compression bar 52 and cross bars 40 and 42
and such reaction forces are maintained at a relatively low level
without a significant increase therein upon further compression of
sealing member 10 due to the controlled and uniform folding of
compression bar 52 and cross bars 40 and 42. This controlled
folding of compression bar 52 and cross bars 40 and 42 enables
sealing member side walls 22 and 24 to move inwardly against a
relatively small and substantially uniform resistance permitting
sealing member 10 to be readily compressed through a relatively
large range well beyond the usual 50 % limit before the reaction
forces sharply increase as a result of surface contact between the
various folded components of sealing member 10. In contrast,
typical seals, incorporating internal supporting structures,
generate a reaction force which increases steadily with increased
compression and internal surface contact occurs before 50 %
compression of the seal.
From the foregoing, it is apparent that the objects of the present
invention have been fully accomplished. The provision of a
pre-formed compression member extending between the sealing member
side walls controls the extent of reaction forces generated in the
sealing member and facilitates the controlled collapse thereof
through an increased compression range while providing adequate
pressure sealing against adjoining support surfaces.
A preferred embodiment of this invention having been described and
illustrated in detail, it is to be understood that this has been
done by way of illustration only.
* * * * *