U.S. patent number 3,907,443 [Application Number 05/426,222] was granted by the patent office on 1975-09-23 for composite expansion joint assembly.
This patent grant is currently assigned to Acme Highway Products Corporation. Invention is credited to Ronald L. McLean.
United States Patent |
3,907,443 |
McLean |
September 23, 1975 |
Composite expansion joint assembly
Abstract
A composite expansion joint assembly having at least one rigid
structural member interposed between laterally spaced sealing
elements and attached to a transversely extending support bar by an
elastic connection.
Inventors: |
McLean; Ronald L. (Tonawanda,
NY) |
Assignee: |
Acme Highway Products
Corporation (Buffalo, NY)
|
Family
ID: |
23689858 |
Appl.
No.: |
05/426,222 |
Filed: |
December 19, 1973 |
Current U.S.
Class: |
404/56 |
Current CPC
Class: |
E01D
19/062 (20130101) |
Current International
Class: |
E01D
19/06 (20060101); E01D 19/00 (20060101); E01C
011/12 () |
Field of
Search: |
;52/573,167 ;248/20,22
;404/56-69 |
References Cited
[Referenced By]
U.S. Patent Documents
Primary Examiner: Abbott; Frank L.
Assistant Examiner: Raduazo; Henry
Attorney, Agent or Firm: Christel & Bean
Claims
I claim:
1. A composite expansion joint assembly comprising: edge members
adapted to define the opposite sides of an expansion groove between
deck sections; at least two resiliently yieldable elongated sealing
elements in side-by-side relation; an elongated rigid structural
member interposed between said sealing elements; support bars
extending transversely of said rigid structural member and being
connected thereto for supporting the same; means supporting said
support bar adjacent the opposite ends thereof for sliding movement
relative thereto adjacent at least one end thereof; and elastic,
non-metallic, means for resiliently separating said rigid
structural member from said support bars for limited movement
relative thereto for absorbing noise, stress and strain
therebetween and mounting means for connecting said support bar to
said rigid structural member comprising, fastening means secured to
a surface of said elongated rigid structural member and means
fixidly secured to said support bar for receiving said fastening
means wherein said rigid structural member is substantially
anchored to said support bar.
2. A composite expansion joint assembly according to claim 1
wherein said elastic means comprises a generally flat body of a
resiliently yieldable material interposed between said rigid
structural member and said support bars.
3. A composite expansion joint assembly according to claim 2 where
in said mounting means detachably mounts said resiliently yieldable
body between said rigid structural member and said support
bars.
4. A composite expansion joint assembly according to claim 3
wherein said detachable mounting means include angle members
attached to the opposite sides of each of said support bars and
fastening means extending through portions of said angle members
and said body removably securing the same to said rigid structural
member.
Description
BACKGROUND OF THE INVENTION
This invention relates to expansion joints and, more particularly,
to a composite expansion joint having elastic means for connecting
the rigid structural member interposed between the elastic seals to
the supporting bar.
Composite expansion joints are conventionally employed in bridge
structures and the like wherein the relative movement of adjacent
bridge deck slabs or sections in response to temperature changes is
too great to be accommodated by a single seal unit. Such composite
expansion joints normally consist of two or more laterally spaced
elastic seals extending lengthwise of the expansion groove between
adjacent deck sections and separated by rigid structural members or
plates. Thus, the composite joint assembly consists of alternating
elastic and rigid members mounted between a pair of relatively
movable deck sections. Sometimes, these rigid structural members
are fixedly secured, as by weldments, to transversely extending
structural bars or beams on which the rigid structural members are
supported. These supporting bars or beams project into the adjacent
deck sections and are adapted to slide axially on bearing bars
during contraction and expansion of the adjacent deck sections.
While such arrangements satisfactorily accommodate horizontal
movement of the adjacent deck sections, they pose problems when
relative vertical displacement occurs between adjacent deck
sections under loading because the consequent tilting movement of
the support bar about a transverse axis effects a corresponding
lateral canting or tilting of the rigidly attached structural
members about their respective longitudinal axes to exert excessive
stresses and strains on the adjoining elastic seals. Such action
can strain the seals beyond their working limits and can open same
sufficiently to allow passage of water vertically through the unit.
Also, the rigid connection between the structural members and their
associated support bars provides an ideal sound path creating
undesirable noise. Also, the rigid connection hampers repair and
replacement where indicated and results in damage to adjacent parts
during disassembly.
SUMMARY OF THE INVENTION
It is an object of the present invention to provide an improved
composite expansion joint overcoming the above noted
shortcomings.
It is another object of this invention to provide the seal
supporting structural components of the foregoing expansion joint
with an elastic connection offering flexibility in absorbing
strains and stresses imparted to such joint.
In one aspect thereof, the composite expansion joint of the present
invention is characterized by the provision of an elastic
connection between the rigid structural members supporting the
seals and their associated supporting bars to aid in resisting
stresses and strains imposed on the expansion joint components.
The foregoing and other objects, advantages and characterizing
features of the present invention will become clearly apparent from
the ensuing detailed description of an illustrative embodiment
thereof, taken together with the accompanying drawings wherein like
reference numerals denote like parts throughout the various
views.
BRIEF DESCRIPTION OF THE DRAWINGS
FIG. 1 is a plan view of a composite expansion joint assembly of
the present invention, shown disposed between a pair of pavement
sections;
FIG. 2 is a transverse sectional view thereof on an enlarged scale,
taken about on line 2--2 of FIG. 1;
FIG. 3 is a fragmentary horizontal sectional view thereof, on
another scale, taken about on line 3--3 of FIG. 2;
FIG. 4 is a fragmentary vertical sectional view, on an enlarged
scale, taken about on line 4--4 of FIG. 3; and
FIG. 5 is a fragmentary vertical sectional view, taken about on
line 5--5 of FIG. 4.
DETAILED DESCRIPTION OF THE ILLUSTRATED EMBODIMENT
Referring now in detail to the illustrative embodiment depicted in
the drawings, there is shown in FIG. 1 a composite expansion joint
assembly, generally designated 10, constructed in accordance with
this invention and installed in an expansion groove between
adjacent bridge deck sections 12 and 14 formed of concrete or any
other suitable material. Deck sections 12 and 14 are provided with
edge channels 16 and 18 permanently anchored in a conventional
manner to the respective deck sections and which have opposed
vertical faces 20 and 22 (FIG. 2) defining the lateral sides of the
expansion groove in which expansion joint assembly 10 is installed.
Joint assembly 10 extends across the width of the groove between
faces 20 and 22 and for the full length of the groove transversely
to the length of deck sections 12 and 14. It should be understood
that while the composite expansion joint assembly 10 of this
invention is especially adapted for use in bridge constructions, it
is not restricted to such use and has general utility in various
expansion joint applications.
The upper flanges 24 of edge channels 16 and 18 are substantially
flush with the upper surfaces of bridge deck sections 12 and 14 and
the lower flanges 26 thereof are supported either directly on the
lower horizontal portions of deck sections 12 and 14, or on
structural beams (not shown) extending longitudinally along the
joint and supported on the lower portions of deck sections 12 and
14, which provide the requisite strength for carrying the load on
the joint.
A plurality of tubular structural members 30, built up from
suitable structural plates, are disposed in spaced pairs in an
opposing, face-to-face relation along the lower portions of edge
channels 16 and 18. These tubular members 30 project laterally
outwardly in opposite directions from edge channels 16 and 18 and
are welded or otherwise fixedly secured thereto. Means are provided
to close the spaces between the bottom wall of tubular members 30
and the upper surfaces of edge channel flange 26, such means taking
the form of metal filler bars 28 welded to member 30 and flanges 26
to provide a fluid tight seal therebetween. The inner open ends of
opposed tubular members 30 are aligned with suitable openings 32
and 34 formed in the lower portions of edge channels 16 and 18 for
receiving the opposite ends of support bars 36 as will presently
become apparent.
Resiliently yieldable bearing blocks 38 are adhesively secured to
the bottom walls of tubular members 30 adjacent their respective
inner ends for slidably supporting the opposite ends of a support
bar 36 extending between each pair of opposed tubular members 30. A
plurality of such support bars 36 are provided and extend
transversely across the expansion groove in laterally spaced apart
relation lengthwise of the groove, as shown in FIGS. 1 and 3. These
support bars 36 support the anticipated loading on the expansion
joint and are of a size and spacing dictated by the particular
application. At least two such support bars 36 are required, but
any number thereof can be employed, as required or desired. While
support bars 36 and their associated containers or tubular members
30 are shown in the illustrative embodiment of FIGS. 1 and 2 as
being oriented in a direction at a slight angle to a plane normal
to the longitudinal axis of the expansion joint, it should be
understood that they can be oriented normal to the expansion joint,
as desired.
Bearing blocks 38 preferably are formed of a resiliently yieldable
elastomeric material, such as polyurethane for example, which is
relatively unaffected by tensile and compressive stresses of long
term duration. Moreover, the resiliently yieldable bearing blocks
38 are effective to reduce noise to a minimum during sliding
movement of support bars 36 relative thereto without interfering
with such relative sliding movement. As shown in FIG. 2, bearing
blocks 38 preferably are of uniform thickness throughout and can
have a square or rectangular configuration in plan, as desired.
Upper bearing blocks 40 also are provided in opposed tubular
members 30 and are adhesively secured to the top walls thereof for
bearing engagement against the upper surface of support bar 36.
Bearing blocks 40 also are formed of a resiliently yieldable
elastomeric material, such as polyurethane for example, and serve
to limit vertical displacement of the end portion of support bar 36
relative to tubular members 30. Elongated metal bars 42 are welded
or otherwise fixedly secured to the top and bottom walls of each
tubular member 30 and are spaced inwardly from the open end thereof
for locating bearing blocks 38 and 40 in their proper positions.
Blocks 38 and 40 not only provide bearing surfaces for the
relatively slidable spacer bar 36, but also provide a cushioning
effect to thereby reduce noise otherwise occurring between metal
bearing blocks and the spacer bar caused by vehicle traffic on deck
sections 12 and 14.
Each support bar 36 is formed of metal and preferably is solid
throughout. Support bar 36 can take any outside dimensions, as
desired, and preferably has a generally square or rectangular cross
section. The bottom and top surfaces of support bar 36 bear against
bearing blocks 38 and 40 and are movable relative thereto during
expansion and contraction of the joint upon contraction and
expansion of deck sections 12 and 14. Support bar 36 has some
limited vertical or upwardly tilting movement, as determined by the
reseiliency of upper bearing blocks 40.
A pair of seal locking channels 44 extend lengthwise of the
expansion groove and have upper flanges 46 disposed in
substantially the same plane as the upper flanges 24 of edge
channel members 16 and 18 but extending in an opposite direction
therefrom. Locking channels 44 also have lower flanges 48 located
adjacent the upper edges of edge channel openings 32 and 34.
At least two resiliently yieldable sealing elements 50 are disposed
between seal locking channels 44 within flanges 46 and 48 thereof.
Also, an I-beam member 52 is positioned within the space defined by
locking channels 44 and interposed between sealing elements 50.
While only two sealing elements 50 and one I-beam member 52 are
shown in the illustrative embodiment depicted in the drawings, it
should be understood that any desired number of sealing elements 50
can be provided between locking channels 44 with an I-beam member
52 interposed between each pair of adjacent sealing elements
50.
Sealing elements 50 comprise tubular members of resiliently
yieldable elastomeric material each having an internal supporting
truss structure of desired cross sectional configuration for
resisting compressive forces tending to buckle the sealing member
side walls and for generating reaction forces for maintaining the
latter in pressure sealing engagement against their adjoining
supporting surfaces. These sealing elements 50 are secured to the
webs of edge channels 44 and I-beam member 52 by a suitable
adhesive in a manner well known in the art. I-beam member 52 is
provided with a vertical web 54 and upper horizontal flanges 56 and
58 extending laterally outwardly on opposite sides of web 54 in
substantially the same horizontal plane as edge channel upper
flanges 46. Lower horizontal flanges 60 and 62 extend laterally
outwardly from opposite sides of web 54 at the lower end thereof
and are disposed in the same plane as edge channel lower flanges
48. Flanges 56, 58, 60 and 62, together with edge channel flanges
46 and 48, receive and position sealing elements 50 in place.
It is a feature of this invention that the intermediate I-beam 52,
or each of a plurality of such beams 52 employed in a multiple unit
assembly, is attached to each support bar 36 intersecting the same
by an elastic connection, generally designated 64. Connection 64
comprises a detachable, generally flat, strip-like body 66
preferably formed of a resiliently yieldable elastomeric material,
such as polyurethane for example, interposed between the lower
flanges 60, 62 of I-beam member 52 and the upper surface of support
bar 36.
Means are provided for securing body 66 in place, such means
comprising a pair of brackets in the form of structural angles 68,
each comprising a first leg 70 welded or otherwise fixedly secured
to one side of support bar 36 and a right angularly related leg 72
extending laterally outwardly from support bar 36. An opening 74 is
provided in each leg 72 for receiving a stud 76 therethrough, the
stud 76 having a head 78 rigidly secured to the bottom of I-beam
member 52 and a threaded shank 80 depending downwardly therefrom.
Suitable openings 82, in registry with openings 74, are formed in
body 66 for accommodating the upper ends of studs 76. A resilient
or elastic washer 84, such as a plastic one formed of polyurethane
for example, or a metal one of the Belleville type, is disposed
about each stud shank 80 and bears against the underside of angle
leg 72. A second washer 86 is disposed about shank 80 behind washer
84 and a suitable nut 88 is threaded on shank 80 in bearing
engagement against washer 84 to complete the assembly. The
resiliency of wahsers 84 enables them to yield under the influence
of stresses directed to the joint, adding to the overall resiliency
of elastic connection 64. Body 66 can be readily removed for repair
or replacement, if necessary, in an expedient manner and a minimum
of effort without damage to adjacent parts as otherwise occurs in
rigid, welded connections for example.
The resiliently yieldable flat body 66 has a generally uniform
thickness throughout and is of a substantially rectangular shape in
plan, having a length approximating the sum of the support bar
width and the lengths of the two opposed angle legs 72 and a width
approximating the width of the I-beam member flanges 60 and 62 with
which it is associated.
Elastic connection 64 provides a positive sound barrier
interrupting the transmission of sound between I-beam member 52 and
support bar 36, thereby reducing noises therebetween caused by
vehicle traffic and loadings imposed on the bridge decks. Body 66
serves as a sound attenuator or dissipator reducing the sonic
energy transmitted through the expansion joint.
More importantly, the elastic coupling provided by resiliently
yieldable body 66 offers flexibility in conjunction with sealing
elements 50 to absorb stresses and strains imparted to the joint
caused by relative vertical and rotational movements of bridge
decks 12 and 14. In a rigid connection for example, vertical
displacement of one deck section relative to the other pivots the
support bar about a transverse axis to effect corresponding canting
or tilting movement of the I-beam member about its longitudinal
axis causing the attached seals on the opposite sides thereof to be
unduly laterally compressed and expanded, respectively. Whatever
reaction forces are generated in the adjoining seals have no affect
on the I-beam member because the latter responds only to support
bar movement through its rigid attachment thereto. This can cause
wide variation in the level of lateral compression of the seals and
can stress and strain the same beyond their working limits,
allowing the seals to open sufificiently to cause failure of the
adhesive and vertical passage of water through the unit. In
contrast, the elastic connection 64 of this invention enables
I-beam member 52 to respond to the reaction forces generated in
sealing elements 50 to resist lateral canting of member 52
occasioned by tilting movement of support bar 36 are a result of
relative vertical displacement between deck sections 12 and 14.
Thus, I-beam member 52 reacts to a combination of forces, namely,
those forces resulting from tilting movement of support bar 36 to
can I-beam member 52 and those reaction forces generated in sealing
elements 50 resulting from the compression forces applied thereto
and which tend to counteract or resist such applied forces. As a
result, the elastic coupling connecting I-beam member 52 to its
associated support bar 36 enables sealing elements 50 to function
as intended and to have a role in determining I-beam positioning,
in addition to providing a resilient connection absorbing stresses
imparted to the joint.
From the foregoing it is apparent that the objects of this
invention have been fully accomplished. A simple and improved
composite expansion joint assembly is provided for accommodating
expansion and contraction of the deck sections due to thermal
expansion and relative vertical displacement between the deck
sections. The I-beam member laterally separating the sealing
elements from each other is tied down to the support bar by an
elastic connection, offering flexibility in I-beam positioning and
utilizing the reaction forces generated in the sealing elements to
assist in such positioning. As a result, the sealing elements are
not unduly stressed or strained, thereby prolonging the useful life
thereof. The elastic connection also reduces noise resulting from
overhead traffic by interrupting the transmission of sound between
the I-beam member and its supporting bar. Also, the detachable
mounting of the elastic body defining the connection facilitates
repair or replacement without damage to adjacent structural
components.
One form of this invention having been disclosed in detail, it is
to be understood that this has been done by way of illustration
only.
* * * * *