U.S. patent number 3,583,120 [Application Number 04/690,300] was granted by the patent office on 1971-06-08 for control joint filler.
This patent grant is currently assigned to W. R. Grace & Co.. Invention is credited to Leroy C. Wangerow.
United States Patent |
3,583,120 |
Wangerow |
June 8, 1971 |
CONTROL JOINT FILLER
Abstract
Sealing strip for joints in concrete structures which prevents
water and debris from entering the joint consisting of continuous
length of flexible polymer material with special cross section
configuration for anchoring.
Inventors: |
Wangerow; Leroy C. (Hickory
Hills, IL) |
Assignee: |
W. R. Grace & Co.
(Cambridge, MA)
|
Family
ID: |
24771929 |
Appl.
No.: |
04/690,300 |
Filed: |
December 13, 1967 |
Current U.S.
Class: |
52/396.03;
404/65 |
Current CPC
Class: |
E01C
11/106 (20130101); E04B 1/6806 (20130101) |
Current International
Class: |
E04B
1/68 (20060101); E01C 11/10 (20060101); E01C
11/02 (20060101); E04b 001/68 (); E01c
011/10 () |
Field of
Search: |
;94/18.2
;52/396,403,573 |
References Cited
[Referenced By]
U.S. Patent Documents
Foreign Patent Documents
Primary Examiner: Sutherland; Henry C.
Claims
What I claim is:
1. A unitary base seal for joints in concrete structures comprising
a continuous length of a flexible, extensible, resilient polymeric
substance, the said seal having a flat base including thick
marginal portions and a thin median portion, continuous anchoring
portions extending upwardly from a position adjacent each of the
longitudinal margins of said base, the anchoring portions having a
rail-shaped cross section including a web and a head, the said web
and head portions having a substantially greater thickness than
that of the marginal portions of said base, and the said anchors
having a vertical dimension equaling at least three times the base
thickness, an upstanding hollow expansion element of keystone cross
section formed above the median of said base, having side and top
walls at least equal in thickness to the said marginal portions,
the said thin median portion of said base constituting an
extensible diaphragm.
Description
This invention relates to sealing strips for joints in concrete
structures, and particularly to so-called base sealing strips which
are used to prevent the passage of water through the joint and
debris into the joint space of concrete structures or slabs, and
also to prevent debris from entering or packing into the joint
space.
The purpose of the present invention is to provide base seals which
will remain tight and prevent the passage of water through the
joint and prevent the entrance of debris into the joint space
despite hardening, shrinkage, or thermal movement of the concrete
sections.
It has been found that if relatively massive side-anchoring members
are formed adjacent the margins of the base sealing strip and if
they extend upwards from the base a sufficient distance so that a
substantial mass of concrete may envelope them, very little stress
is transmitted to the anchoring members as the concrete sections
move apart, and very little movement or change in dimension occurs
in the anchor portions of the seal. Consequently, the stress is
mainly confined to the flat base seal portion which may extend or
contract without in any significant degree loosening the anchorage
in the concrete. The invention which flows from this discovery
appears in three forms.
The base sealing strips, according to this invention, are used to
seal three forms of joints:
A. "Control joints" in which the strip is formed with a divider
strip so as to induce the shrinkage crack which forms when the
concrete hardens to follow a predetermined line;
B. "Construction joints." Such joints always must be formed when
one pour of concrete stops, and a succeeding pour begins; and
C. "Expansion joints." Such joints are spaces left between adjacent
slabs of concrete to allow for the dimensional changes in the
concrete slab due to changing temperature which are filled with
expansion joint fillers.
The three types of base seal strips are illustrated in the
accompanying drawings.
The control joint base seal includes a control joint former which
is a fin attached to and usually, although not necessarily, molded
integrally with the base seal. The fin rises from a position which
lies along the median line of the base strip. The height of the fin
above the base may vary substantially according to the demands of
the specifying authority, but specified heights usually will be
found to lie between about one-fifth and one-third of the thickness
of the concrete slab which is to overlie the base seal.
In the construction joint base seal (FIG. 3), the control joint
former is omitted. The base seal then is composed of the base
portion and the anchoring members.
In the base seal for expansion joints, an expansion element is
formed along the median line of the base sealing strip. This is a
keystone-shaped, tubular member, the upper and sidewalls of which
have the same cross section as the thickness dimension of the base.
However, the wall which forms the base of the tube is made thin so
that it may stretch far more easily than any other section of the
seal. Hence considerable expansion may take place in the thin
section, while the side and upper wall sections merely swing about
the hinge points at the corners as the gap between the slabs
enlarges. Since most of the stress developed by contraction is
exerted in the thin section, very little stress is transmitted to
change the dimension of the anchors. Such expansion joint base
seals are rarely loosened as the slabs pull apart from each other
and give long, dependable life.
Whatever the type of joint control, construction, or expansion, the
base seals have two common parts: (a) a flat base wide enough to
span the joint space, and (b) continuous longitudinal anchors
rising upwards from the base adjacent its margins which, in use,
are securely embedded in the hardened concrete. As a result of
anchoring one of the margins of a base seal in one concrete slab
and anchoring the opposite margin in the concrete of the abutting
slab, base seals provide an impervious diaphragm which spans the
joint space. As a result, water, either from behind or below the
concrete structure, cannot pass through the joint, and also as in
the case of a slab, the joint is sealed against the entrance of any
debris which might otherwise work up from the subgrade.
All base seals are formed from a continuous strip of a flexible and
somewhat resilient substance, preferably an age- and
oxidation-resistant polymer. The strip may be formed by a
conventional rubber molding process, but usually is formed by the
extrusion of an appropriate "rubber" or plastic compound through a
heated die. Base seals extend uninterruptedly along the entire
joint.
It should be understood that specifications for structures which
require base seals vary considerably and that base seals which are
wider, thicker, or even which possess considerably smaller
dimensions than those given, are frequently required. However, the
dimensions given below meet a considerable range of construction
requirements.
In the accompanying drawings,
FIG. 1 is a transverse cross section of a base seal having a
control joint former,
FIG. 2 is a transverse cross section of a control joint base seal
installed in concrete,
FIG. 3 is a transverse cross section of a construction joint base
seal, and
FIG. 4 is a vertical cross section of a base seal for use in
expansion joints.
Referring to FIG. 1, the base seal, 10, comprises a base portion,
11, anchoring members, 12-12, and a control joint former, 13. The
entire seal is usually extruded as a unitary structure and is
formed from an elastic, distortable polymer having good age- and
zone-resistant characteristics.
Typical among numerous substances known to the art and which
experience has shown give satisfactory service are the so-called
"rubber" polymers such as polybutadiene, butadiene-acrylonitrile,
polyisoprene blends, polyurethanes, polybutene combined with
isoprene or butadiene, ethylene-propylene co- and ter polymers,
polyvinylchloride, and other thermoplastic compositions.
Dimensions of the seal which meet a majority of specifications for
pavement slabs are as follows:
Width of the base--3 to 9 inches
Thickness of base--0.115 to 0.130 inch
Base thickness of the control joint former (fin)--0.135 inch
Height of the former--11/2 inches, or 10 times thickness of
base.
The anchor portions, 12, have a raillike cross section, are
continuous, and lie adjacent to the margins of the base, 11. The
top surface of the rail head lies one-half inch above the base. The
thickness of the web is three-sixteenth inch. The width of the rail
head is seven-sixteenths inch.
In FIG. 2, a control joint base seal as installed in a highway or
runway apron is shown placed directly on the subgrade, 14, and
covered by concrete, 15-15. The joint former fin, 13, projects
upwardly into the mass of concrete--in this case approximately
one-third of the thickness of the overlying concrete slab. As the
concrete hardens, a crack, 16, forms, extending from the apex of
the fin, 13, to the outer face of the concrete slab. In this manner
the position of shrinkage cracks is closely determined, and
unwanted cracks appearing in other portions of the slab are
prevented.
Assuming that the slabs, now separated by the crack, draw apart,
the stress across the joint is imposed on the base portion, 11, of
the seal. Very little stress is imparted to the web section, 17, of
the anchors, 12, and even less is transmitted to the head section,
18. There is, therefore, very little tendency for the pull to thin
the anchoring members, 12-12. They remain rigidly bedded in the
concrete matrix and give long, dependable life. The performance of
base seal equipped with these relatively massive anchors contrasts
markedly with performance when anchorage is secured by, e.g.,
serrations formed in the base, 11, itself. In this instance,
elongation of the seal due to the contraction of the slab thins the
entire base and loosens the anchorage between the seal and the
concrete.
When the specifications so state, some control base seals are laid
on a footing, and other control joints may be formed by the
combined action of the former fin and a thin control joint former
insert which is pushed down into the wet concrete from above after
the concrete has been poured and leveled. The inserts are
frequently made of waterproofed fibrous material such as
impregnated fiber board and are quite thin. By thus separating the
concrete both from above and below, a joint former insures that the
concrete will crack solely along the common plane occupied by both
the joint former and the fin.
A construction joint base seal is shown in FIG. 3. Since
construction joints represent the end of one pour and usually
terminate against a form, division between the slabs or other
concrete sections is already established. Control joint former fins
are unnecessary. Control joint base seals are, in consequence, a
unitary extruded strip having a base, 11a, and two anchor members,
12a-12a, which rise from the upper surface of the base, 11a, and
extend along the margin of the strip. Just as in the case of the
control former base seal, construction joint base seals are
embedded in the concrete slab, the difference in installation being
that as a construction joint base seal is installed, one-half of
the base seal is left protruding into the unpoured area beneath the
concrete form. Alternatively, a separate thin joint former may be
employed with the construction joint base seal.
Expansion joint base seals are illustrated in cross section in FIG.
4. Since the purpose of such a base seal is to seal the joint
between adjacent slabs, and at the same time maintain the seal
despite the expansion and contraction of the slabs due, e.g., to
summer and winter conditions, as expansion member, 19, is formed
along the median line of the base seal. Expansion member, 19, is a
keystone-shaped tube, the side and upper walls of which have
approximately the same thickness as the base portion, 11b. The
lower wall, 21, of the expansion member, 19, is, however, quite
thin, and when subjected to stress may stretch freely. Expansion
joint base seals are almost always used in conjunction with an
expansion joint filler strip which, after the concrete has been
poured over the base seal and has been floated, is inserted from
above, either by a machine or by hand. As can be seen from the
cross section, as the slabs draw apart, the lower wall portion, 21,
can expand easily, and the side and upper walls of the expansion
member, 19, may merely move about their hinge points. Very little
stress is imposed on the anchor members, 12b-12b, and, as stated,
such seals remain tight through long service life.
Since the base seals are flexible and can be formed as continuous
rolls, all of the foregoing types of seals are furnished to the
contractor in the form of large rolls from which appropriate
lengths may be cut and installed at the job site.
* * * * *