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| United States Patent Application |
20030005661
|
| Kind Code
|
A1
|
|
Collavino, Loris
|
January 9, 2003
|
Prestressed hollowcore concrete plank leveler device
Abstract
A device for leveling or aligning adjacent prestressed hollowcore concrete
planks includes an insert member that is received between the planks at a
grout joint. One end of the insert member supports a first alignment
member that is received against one side of the planks. The other end of
the insert member cooperates with a second alignment member that is
received against an opposite side of the planks. An adjustment member
adjusts the spacing between the first and second alignment members to
provide a desired alignment between the planks.
| Inventors: |
Collavino, Loris; (Amherstburg, CA)
|
| Correspondence Address:
|
CARLSON, GASKEY & OLDS, P.C.
400 WEST MAPLE ROAD
SUITE 350
BIRMINGHAM
MI
48009
US
|
| Serial No.:
|
898268 |
| Series Code:
|
09
|
| Filed:
|
July 3, 2001 |
| Current U.S. Class: |
52/749.13; 52/126.1; 52/745.05; 52/747.12; 52/749.1 |
| Class at Publication: |
52/749.13; 52/126.1; 52/745.05; 52/747.12; 52/749.1 |
| International Class: |
E04G 021/18 |
Claims
I claim:
1. A device for aligning adjacent prestressed hollowcore concrete planks,
comprising: an insert member that is adapted to be received between the
concrete planks, the insert member having a thickness and a width that is
greater than the thickness; a first alignment member supported by the
insert member that is adapted to be received against a first side of the
planks; a second alignment member supported by the insert member that is
adapted to be received against a second side of the planks; and a jacking
member that adjusts a spacing between the first and second alignment
members such that the planks are drawn into a desired alignment.
2. The device of claim 1, wherein the insert member includes a threaded
portion and the jacking member comprises a nut that is received on the
threaded portion and rotated to adjust the spacing between the alignment
members.
3. The device of claim 1, wherein the first alignment member is slidably
received at least partially within a corresponding receiver portion on
the insert member.
4. The device of claim 3, including a plurality of receiver portions on
the insert member.
5. The device of claim 4, wherein the receiver portions each comprise an
opening through the insert member.
6. The device of claim 3, wherein the first alignment member comprises a
rod having at least one generally flat surface portion that is adapted to
be received against the concrete planks.
7. The device of claim 6, including a handle that is selectively received
over a portion of the rod to slide the rod into a selected position
relative to the receiver portion of the insert member and the planks.
8. The device of claim 1, wherein the second alignment member comprises a
steel plate.
9. The device of claim 8, wherein the insert member includes a threaded
end that is received through an opening in the steel plate and the
adjustment member comprises a nut that is received over the threaded end,
the nut being rotated to adjust the spacing between the alignment
members.
10. The device of claim 1, wherein the insert member comprises a generally
flat plate having a length that is greater than a thickness of the
concrete planks, the plate having at least one opening at one end for at
least partially receiving the first alignment member and a threaded
portion at an opposite end that cooperates with the adjustment member.
11. The device of claim 10, wherein the threaded portion is rounded at a
distal end and tapered on two sides into a configuration that corresponds
to a thickness of the generally flat plate.
12. The device of claim 1, wherein the insert member thickness is about
1/8 the width.
13. The device of claim 12, wherein the thickness is approximately 1/4
inch and the width is approximately 2 inches.
14. The device of claim 1, wherein the insert member includes at least one
set of notches and the second alignment member includes arm portions that
are received at least partially within the notches.
15. A method of aligning adjacent concrete planks comprising the steps of:
inserting an insert member between the two planks at the interface of the
planks; positioning a first alignment member near one end of the insert
member such that the first alignment member is positioned against one
side of the planks; sliding a second alignment member in a direction that
is generally perpendicular to the insert member until the second
alignment member is supported on the insert member and the second
alignment member is positioned near an opposite side of the planks; and
adjusting a spacing between the alignment members to provide a desired
alignment of the planks.
16. A device for aligning adjacent concrete planks, comprising: a first
member that is adapted to be inserted between adjacent concrete planks; a
second member that cooperates with the first member and is received
against one side of the planks; a third member that is slidably received
at least partially within a receiver portion on the first member and that
cooperates with the first member and is received against a second side of
the planks; and an adjuster that adjusts a position of the third member
relative to the second member to provide a desired alignment between the
planks.
17. The device of claim 16, wherein the first member has a thickness and a
width that is much greater than the thickness.
18. The device of claim 17, wherein the width is approximately eight times
greater than the thickness.
19. The device of claim 16, wherein the third member comprises a rod
having a first segment that is adapted to be received against the planks
and a second segment that extends generally perpendicular from the first
segment.
20. The device of claim 16, wherein the third member includes a generally
flat body portion and a dowel extension that extends generally
perpendicularly away from the flat body portion.
Description
BACKGROUND OF THE INVENTION
[0001] This invention generally relates to a device for aligning or
leveling adjacent prestressed hollowcore concrete planks.
[0002] Prestressed hollowcore concrete planks have been used for many
years in constructing various types of structures such as apartment
buildings, schools, motels, etc. A variety of challenges are presented to
those assembling such structures. One particular challenge is to properly
align or level adjacent planks. This is particularly important at the
interface between the planks to achieve a consistent elevation or surface
profile across an entire level.
[0003] Prestressed hollowcore concrete planks are well known. Each plank
includes a plurality of prestressed cables running the length of the
plank. A plurality of cavities or openings run parallel to the
prestressed cables. The nature of the concrete material and the presence
of the prestressed cables creates the possibility for there to be camber
variations in different planks. The amount of camber in a plank typically
depends on the size of the plank, the length of the plank and the amount
of exposure to natural elements during storage. This presents a problem
when assembling structures because varying amounts of camber in the
planks causes variations in the floor elevation on the top of the planks
and corresponding variations in the ceiling surface of the lower side of
the planks. It is necessary to bring adjacent planks into alignment to
assure a consistent profile along the surfaces of the planks. This
problem is particularly apparent in situations where planks of different
lengths are necessary to accommodate a building design. Longer planks
tend to have larger amounts of camber than smaller planks.
[0004] One attempt at compensating for variations in plank camber has been
to use an elongated bolt that is positioned between adjacent planks. In a
conventional arrangement metal plates typically are placed against the
planks and nuts are placed on the opposite ends of the bolt. Adjusting
the positions of the nuts assists in drawing the planks into alignment
with each other.
[0005] One drawback associated with the elongated bolt technique is that
the spacing between the planks must be set wide enough to accommodate the
bolt. This introduces variations along the surface provided by the planks
because adjacent planks that do not need camber adjustment have a very
small gap (on the order of one-quarter of an inch) while adjacent planks
that require adjustment have a much wider gap (on the order of one inch).
Such variations in the gap size between adjacent planks does not provide
a consistent surface appearance, which is undesirable.
[0006] Another drawback associated with the elongated bolt technique is
that a worker typically needs to climb a ladder at the position of each
bolt in order to be able to secure the nut on the end of the bolt that
extends down from a lower side of one of the levels of planks. This
introduces additional labor, safety concerns and expense into a job.
[0007] There is a need for a plank leveler device that facilitates more
economically aligning adjacent planks to accommodate variations in
camber. Additionally, there is a need for a device that permits more
consistent spacing between adjacent planks so that a better overall
surface profile is achieved. This invention meets those needs while
avoiding the shortcomings and drawbacks of prior devices.
SUMMARY OF THE INVENTION
[0008] In general terms, this invention is a device for aligning adjacent
prestressed hollowcore concrete planks. A novel insert member is
configured to readily fit between adjacent planks. A first alignment
member is supported by the insert member and is adapted to be received
against a first side of the planks. A second alignment member is
supported by the insert member and adapted to be received against a
second side of the planks. A jacking member allows a worker to adjust a
spacing between the first and second alignment members such that the
surfaces of the adjacent planks are drawn into alignment with each other.
[0009] In one example, the insert member includes a threaded portion on
one end that extends beyond the planks and an opposite end that includes
at least one opening. One of the alignment members is received within the
opening on one side of the planks while the other alignment member is
received over the threaded portion. By adjusting a nut over the threaded
portion, the spacing between the alignment members is adjusted and the
planks are drawn into a desired position.
[0010] This invention is particularly well suited for use in aligning
adjacent prestressed hollowcore concrete planks. The various features and
advantages of this invention will become apparent to those skilled in the
art from the following detailed description of the currently preferred
embodiment. The drawings that accompany the detailed description can be
briefly described as follows.
BRIEF DESCRIPTION OF THE DRAWINGS
[0011] FIG. 1 diagrammatically illustrates a device designed according to
this invention.
[0012] FIG. 2 is a front view of an insert member designed according to
this invention.
[0013] FIG. 3 is a side view of the insert member of FIG. 2.
[0014] FIG. 4 illustrates an example alignment member designed according
to this invention.
[0015] FIG. 5 illustrates another example alignment member designed
according to this invention.
[0016] FIG. 6 illustrates an alternative insert member.
[0017] FIG. 7 illustrates another alignment member, which is intended to
be used with the example of FIG. 6.
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS
[0018] A system 20 includes a device 22 for aligning adjacent prestressed
hollowcore concrete planks 24 and 26. The planks include tensioned cables
28 and openings 29 that extend the length of the planks as known in the
art. An insert member 30 is positioned between the two planks preferably
by inserting one end 32 through the grout joint between the planks 24 and
26. The first end 32 preferably includes at least one receiver portion.
The illustrated example of FIGS. 1-3 includes three openings 34, 36 and
38, each of which is adapted to receive an alignment member 40. Multiple
openings are shown in the illustrated embodiment to accommodate different
plank thicknesses.
[0019] A significant advantage provided by this invention is that the
insert member 30 allows for consistent spacing between adjacent planks
regardless of whether camber adjustment is necessary. The insert member
preferably has a thickness t that is small enough to permit tight spacing
between adjacent planks so that the spacing is consistent across an
entire surface. The preferred arrangement includes a thickness on the
order of approximately 1/4 inch. In one example, the thickness t is
{fraction (5/16)} inch.
[0020] The insert member 30 preferably also includes a width w that is
approximately eight times as great as the thickness t. In one example,
the width w is two inches. The larger width permits the thickness t to be
small enough to accommodate tight spacing between adjacent planks while
still providing enough strength in the insert member to withstand the
forces necessary for jacking the adjacent planks into alignment.
[0021] The insert member 30 preferably is made from a steel material. The
preferred embodiment includes a high strength leaf spring steel. One such
steel is sold under the trade name Viking 100 High Strength Steel by
Nelson Steel Company.
[0022] A first alignment member 40 preferably is received within one of
the receiver portions 34, 36 or 38. The example first alignment member 40
of FIGS. 1 and 4 is made from a piece of reinforcing bar that is bent
into a generally L-shape configuration. One edge 42 of the bar preferably
is ground flat and adapted to be received against one side of the
concrete planks 24 and 26. In one example, the length of the surface 42
on the alignment member 40 is approximately six inches.
[0023] In the illustrated example, the first alignment member 40 is
received against the underside (according to the drawings) of the planks
24 and 26. One portion 44 of the alignment member 40 preferably extends
away from the planks so that a worker 45 can use a handle 46 to maneuver
the alignment member 40 into position as needed. The alignment member 40
preferably is centered relative to the insert member 30 and the planks 24
and 26 for accuracy and stability.
[0024] The insert member 30 preferably includes a threaded end 50 opposite
from the end 32. The illustrated example includes a threaded rod that
preferably is welded at 52 onto the insert member 30. In one example, the
insert member includes a punched hole in a body portion of the insert
member 30 into which a corresponding portion of the threaded member is
received prior to being welded in place.
[0025] Another example insert member is formed from a single stamping. In
this example, the body of the insert member and the threaded rod portion
are formed as one piece and no welding is necessary.
[0026] The illustrated example includes a tapered portion 54 on the
threaded rod 50 that preferably tapers down to a thickness consistent
with the body portion of the insert member 30 (i.e., approximately 1/4
inch).
[0027] A second alignment member 60 is a generally flat metal plate in the
illustrated example. A jacking member or nut 62 preferably is threaded
onto the threaded end 50 after the plate 60, which includes a hole 64, is
received over the threaded end of the rod 50. The spacing between the
first alignment member 40 and the second alignment member 60 can be
readily adjusted by turning the nut 62 about the threaded portion of the
rod 50. The shape of the insert member prevents the insert member from
spinning while adjusting the nut 62. Adjusting the spacing between the
alignment members jacks the planks 24 and 26 into an aligned position as
needed and secures them in place.
[0028] A preferred way of using the illustrated example includes
positioning the plate 60 and nut 62 onto the threaded end 50. The insert
member 30 is then inserted into the grout joint between the planks 24 and
26. The worker 45 then slides the second alignment member 40 into one of
the receiver openings in the end 32 of the insert member 30. The jacking
member 62 is then adjusted until the planks 24 and 26 are aligned as
desired. It is preferred to utilize the adjustment of the jacking member
62 to bring the planks as close as possible into a level and aligned
position without over-tightening or causing damage to the planks. Then,
the planks are ready for a conventional application of concrete grout. It
is preferred to leave the leveling device 22 in position for at least two
days after the grout is applied before removing the leveling device.
Those with experience in the field will realize how many devices 22 are
required along an interface between planks to achieve a desired result.
[0029] The device 22 may be used to assist in aligning the planks by
adjusting the spacing between the alignment members. Alternatively, the
device 22 may be used to maintain an alignment of the planks that is
established independent of the device 22.
[0030] FIG. 6 illustrates an alternative embodiment of an insert member
70. In this example, a plurality of notches 72, 74 and 76 are formed in
one end 78 of the insert member body. The main difference between the
example of FIG. 6 and that of FIGS. 2 and 3 is the nature of the
receiving portions. In the example of FIG. 6, a plurality of notches are
used while in the example of FIGS. 2 and 3 a plurality of openings
through the insert member are used.
[0031] A modified alignment member 80 is illustrated in FIG. 7. This
example includes a generally flat portion having arms 82 and 84 extending
in the same direction parallel to each other. A spacing between the arms
82 and 84 is set so that the alignment member 80 is slidably received
onto the insert member 70. Specifically, the arm portions 82 and 84 are
received within a chosen set of notches on the end 78 of the insert
member 70.
[0032] A dowel portion 86 preferably extends away from one side of the
body of the alignment member 80 so that the handle 46 is useful for
selectively positioning the alignment member 80 into the receiver
portions on the insert member 70.
[0033] The example of FIG. 7 includes reinforcing portions 88 that extend
generally perpendicularly from the body portion of the alignment member
80. Having the reinforcing portions provides greater stiffness to the
alignment member 80, which is beneficial for maintaining a desired
alignment between adjacent planks without deforming the alignment member
80.
[0034] One advantage to an alignment member as illustrated in FIG. 7
compared to the one illustrated in FIGS. 1 and 5 is that the contact
surface area between the alignment member and the surface of the concrete
planks is increased. Greater surface area contact better distributes the
forces associated with jacking the adjacent planks into a desired
alignment. This lessens the possibility for causing any cracking or other
damage to the planks in the area where adjustment is being made.
[0035] This invention provides an efficient and economical arrangement for
aligning and leveling adjacent prestressed hollowcore concrete planks.
The description provided here is exemplary rather than limiting in
nature. Variations and modifications to the disclosed examples may become
apparent to those skilled in the art that do not necessarily depart from
the essence of this invention. The scope of legal protection given to
this invention can only be determined by studying the following claims.
* * * * *