U.S. patent number 3,817,644 [Application Number 05/277,379] was granted by the patent office on 1974-06-18 for machine for vibrating, leveling and screeding concrete in a form.
Invention is credited to Carl G. Matson.
United States Patent |
3,817,644 |
Matson |
June 18, 1974 |
MACHINE FOR VIBRATING, LEVELING AND SCREEDING CONCRETE IN A
FORM
Abstract
A self-propelled, automated machine for operating over a form to
which concrete is introduced, the main functions of the machine
being to level, vibrate and screed the concrete to provide a
concrete slab without voids, and especially a slab in which both
upper and lower surfaces, as well as opposite side edges and other
sectional configurations are finished.
Inventors: |
Matson; Carl G. (Kewanee,
IL) |
Family
ID: |
23060602 |
Appl.
No.: |
05/277,379 |
Filed: |
August 2, 1972 |
Current U.S.
Class: |
404/114;
404/120 |
Current CPC
Class: |
B28B
1/093 (20130101); B28B 1/29 (20130101) |
Current International
Class: |
B28B
1/29 (20060101); B28B 1/093 (20060101); B28B
1/00 (20060101); B28B 1/08 (20060101); E01c
019/48 () |
Field of
Search: |
;404/114,119,118,120
;164/260 ;425/424,456 |
References Cited
[Referenced By]
U.S. Patent Documents
Foreign Patent Documents
|
|
|
|
|
|
|
615,597 |
|
Feb 1961 |
|
CA |
|
868,510 |
|
May 1961 |
|
GB |
|
897,917 |
|
May 1962 |
|
GB |
|
888,823 |
|
Sep 1953 |
|
DT |
|
Primary Examiner: Parsons, Jr.; Marion
Claims
I claim:
1. A machine for vibrating, leveling and screeding concrete in a
form having elongated parallel sides and a bottom, the sides
providing tracks, comprising a main frame having guide means
supporting the main frame on and for advance along the tracks,
drive means for advancing the main frame, a front screed transverse
to and spanning the tracks, front drawbar means articulately
connecting said screed to the frame for advance therewith, a rear
screed transverse to and spanning the tracks, rear drawbar means
articulately connecting the rear screed to the frame for advance
therewith, and each drawbar means extending downwardly and
rearwardly from the frame to its screed so as to exert downwardly
and rearwardly inclined draft forces on the respective screeds.
2. A machine for vibrating, leveling and screeding concrete in a
form having elongated parallel sides and a bottom rigidly connected
to the sides, the sides providing tracks, comprising a main frame
having guide means supporting the main frame on and for advance
along the tracks, drive means for advancing the main frame, a front
screed transverse to and spanning the tracks, means connecting said
screed to the frame for advance therewith, a rear screed transverse
to and spanning the tracks, means connecting the rear screed to the
frame for advance therewith, means associated with and operative in
advance of the front screed for leveling concrete introduced into
the form ahead of said front screed, and form-vibrating means
carried by the frame for advance therewith and engageable with the
form sides.
3. The invention defined in claim 2, in which the form-vibrating
means is operative to exert forces transverse to the length of the
form.
4. The invention defined in claim 2, in which the form-vibrating
means is operative to exert forces in planes transverse to and
inclined downwardly and inwardly relative to the length of the
form.
5. The invention defined in claim 2, especially for use with a form
having at least one upwardly opening channel running lengthwise
thereof, further characterized in that the form-vibrating means
exerts forces in planes converging downwardly and inwardly and
substantially intersecting a lower part of the channel.
6. A machine for vibrating, leveling and screeding concrete in a
form having elongated parallel sides and a bottom, the sides
providing tracks, comprising a main frame having guide means
supporting the main frame on and for advance along the tracks,
drive means for advancing the main frame, a front screed transverse
to and spanning the tracks, a rear screed transverse to and
spanning the tracks and spaced to the rear of the front screed, a
front hitch element on the frame ahead of the front screed, an
intermediate hitch element on the frame ahead of the rear screed, a
rear hitch element on the frame behind the rear screed, a first
drawbar connecting the front screed to the front hitch element, a
second similar drawbar connecting the rear screed to the
intermediate hitch element, said drawbars and hitch elements being
so constructed and arranged the first and second drawbars are
interchangeable respectively to the rear and intermediate hitch
elements and to the rear and front screeds for operating the
machine in the opposite direction.
7. The invention defined in claim 6, in which the drive means is
reversible for selectively advancing and reversing the machine.
Description
BACKGROUND OF THE INVENTION
Basically, the art of casting concrete in roadways and the like is
quite old and well known and has been developed to an acceptable
state because the finished product must exhibit only a top surface,
and perhaps upper portions of side edges, that are acceptable from
the standpoints of appearance and structural soundness. This is
mainly the result of pouring the concrete in a form in which the
sides are of some suitable structure, such as steel, and the bottom
of the form is simply the pre-excavated part of the earth,
sometimes supplemented by any of the well-known aggregates.
Consequently the bottom is never seen and no one ever knows what it
looks like or whether it is properly settled and formed until such
time as the roadway is broken up to be repaired or replaced, at
which time, appearance, etc. is obviously of no consequence.
With the advent of pre-casting concrete slabs, walls, etc., the
typical roadway-building methods have been carried over, but these
have proved to be inadequate because prior experience has failed to
develop a technique for perfecting an overall result that is
satisfactory in appearance, durability, etc., primarily since, in
the production of such slabs, walls, etc., the form must include a
bottom integrated with the form sides, and the end product must
exhibit acceptable characteristics from the bottom and sides as
well as from the top. The problem is even more accentuated where
the bottom of the form is configured to develop ribs, projections,
etc., all of which must usually involve reenforcement in the form
of rods, wires, mesh and the like.
The roadway techniques have demonstrated a markedly inferior
product, because little attention has been paid to the bottom, and
customary vibration methods fail to take into account the need for
settling the concrete relative to reenforcing elements. For
example, it is not unusual in a roadway system to employ manually
controlled vibrators known as "stingers," an elongated "probe" that
is thrust into the mass of concrete and vibrated in areas judged by
the operator to be critical, but experience shows that the operator
will, in his zeal to avoid entanglement between the stinger and
reenforcing rods etc., consciously or otherwise avoid these areas,
leaving critical areas replete with voids, unbonded aggregate etc.
This of course is totally unacceptable in the pre-casting of slabs,
walls and like structures.
SUMMARY OF THE INVENTION
According to the present invention, and when especially adapted to
pre-casting systems other than roadways, a prefabricated form
having integral sides and a bottom is filled, leveled, vibrated and
screeded by a self-propelled machine having the requisite elements
to produce an end product that meets the most stringent
requirements. Fundamentally, a main frame is carried by flanged
wheels that ride and follow the form sides. The frame carries a
front or leveling screed, ahead of which concrete is introduced.
This screed is vibrated to assure proper settling of the concrete
and further has a blade to push surplus concrete ahead. Each end of
this screed is provided with a "batwing" for urging laterally
surplus concrete inwardly and ahead of the blade. A rear screed
follows the front screed and is reciprocated or otherwise moved in
a plane parallel to or coincident with the desired finished surface
and this screed assures the proper finish. Additionally, the form
is vibrated by means acting on the form and not in the concrete
itself, which eliminates guesswork peculiar to the usual
stinger.
The screeds are trailed by drawbars designed to develop the proper
lines of "draft" forces, and the screeds are arranged for free
vertical "floating" over the concrete. In a preferred embodiment,
the screeds are raised and lowered by two-way force-exerting means
by which downward as well as upward forces may be exerted, the
downward forces being availed of to elevate the main frame for
various purposes, especially during lateral adjustment of the
flanged wheels to adapt the machine to forms of different
widths.
Further features in the improved design reside in rubber or
equivalent mountings to isolate vibrational forces from possibly
adversely affected parts, a central control console enabling the
operator to easily manipulate the machine and its components,
flexibility of use and operation, reversibility of the drive means,
drive to all wheels, telescopic shafting to accommodate lateral
adjustment of the frame elements when different form widths are
encountered, the ability of the machine to pass over joints,
irregularities etc. with ease, and other characteristics that will
be described in or apparent from the ensuing description of a
preferred embodiment.
DESCRIPTION OF THE DRAWINGS
FIG. 1 is a plan view, with intermediate portions omitted to
conserve space.
FIG. 2 is a side elevation, with portions broken away and other
parts shown in section.
FIG. 3 is a fragmentary section on the line 3--3 of FIG. 2.
FIG. 4 is a fragmentary view, on an enlarged scale, showing the
manner of connecting the rear screed to one of its lift
devices.
FIG. 5 is a rear view of the structure shown in FIG. 4.
FIG. 6 is a fragmentary rear view showing a vibrator mounted on the
front screed.
FIG. 7 is an enlarged sectional view showing a raise and lower
cylinder mounting.
FIG. 8 is an enlarged front view with intermediate portions
omitted, showing the mounting on the main frame of a form-vibrating
device.
FIG. 9 is a side view of the structure shown in FIG. 8.
FIG. 10 is a schematic illustrating a representative control
system.
DESCRIPTION OF A PREFERRED EMBODIMENT
The machine has a main frame 20 made up of a central structure 22
and opposite, parallel fore-and-aft side elements 24 carried on
track guides, here in the form of four flanged wheels 26, the left
rear one of which is omitted from the drawing. The wheels carry the
frame 20 for advance and reverse travel over a form 28 (FIGS. 3 and
8) constructed of steel and having a bottom 30 and opposite
parallel sides 32 which provide tracks for the wheels. The flanges
of the wheels lie respectively outside the tracks or sides 32. In
practice the form 28 may come in various widths, the most common
being 8' and 10', and differs from the typical roadway in that the
roadway has no specially constructed bottom except the earth upon
which the finished roadway rests. In the present case, it is not
uncommon to provide the bottom with elongated, upwardly opening
channels 34 (FIG. 8), and there may be several of these running
parallel to the sides 32 so that the finished product has ribs or
"stems."
The central structure comprises front and rear tubular cross
members 36 rigidly interconnected by a pair of fore-and-aft members
38, and each side element 24 has rigidly united therewith front and
rear inwardly extending transverse members or elements 40 that
telescopically fit the respective cross members 36 so that the side
elements may be adjusted inwardly or outwardly relative to the
central structure 22 to accommodate forms of different widths.
Suitable clamps or locking means are provided at 42 to maintain the
selected adjusted positions. Screw-threaded cranks 44 are provided
as means for adjusting the width or "tread" of the frame 20.
As best seen in FIG. 3, each side element 24 has depending box-like
legs 46 within the lower ends of which the associated flanged wheel
26 is journaled, and each wheel has a sprocket 48 fast therewith.
The cross members 40, like the cross members 36, are tubular and
coaxially contain cross shafting 50, interior portions of which are
telescopic as shown at 52 in FIG. 3 to accommodate transverse
adjustment of the frame 20. Each outer end portion of the shafting
has keyed thereto a sprocket 54, and at each side of the machine an
endless chain 56 is trained about the sprockets 48 and 54 as well
as about a pair of idlers 58. The right hand end of the rear shaft
50 has a second sprocket 60 keyed thereto and this sprocket is
driven by a chain 62 from a sprocket 64 on a shaft driven by a
reversible motor 66 mounted on the frame side element 24. The
chains and sprockets and motor thus provide drive means for
advancing and reversing the frame in its travel over the form 28.
The motor 66 is preferably air-driven; although, this does not
limit the invention.
Rigidly connected to and depending from the central structure 22
are front, rear and intermediate hitch elements 68, 70 and 72, FIG.
1, showing that there are a pair of each. Each element has a
plurality of vertically spaced apart holes to provide different
points of attachment for mechanisms drawn by the frame, and the
elements are substantially symmetrically arranged so that trailing
mechanisms may be selectively connected thereto according to the
direction of travel of the frame as driven by the motor 66.
In the present case, and considering that forward travel of the
frame is from left to right as seen in FIGS. 1, 2 and 9, the
mechanism or device trailed from the front hitch 68 is a front
screed 74 having transversely spaced apart connection points 76
including both a fore-and-aft pivot 78 and a rubber or equivalent
bushing or mount 80 to which a pair of drawbars 82 are connected by
a depending plate 84 and a second or forward depending plate 86
having a pivotal and rubber-bushed connection 88 to the screed just
ahead of the mount 80. The front end of each drawbar 82 is
pivotally connected at 90 to the associated front hitch element 68
at a selected one of the adjusting holes, preferably such that the
line of draft force is downwardly and rearwardly inclined. This,
combined with other details to presently appear, assures that the
screed has the proper "float" and can pass over joints, etc. in the
form tracks 30.
The screed 74 is preferably of rectangular box section and carries
ahead of it a blade much like a "dozer" blade 92 for leveling
concrete introduced to the form ahead of the screed. Each outer end
of the blade has an angled "batwing" 94 to sweep excess concrete
back into the form, and each batwing has a lower resilient strip 96
enabling the batwing to ride over joints etc. in the track 30. For
the purpose of settling the concrete in the form ahead of the
screed 74, a pair of vibrators 98 are mounted on the screed and the
rubber mountings 80 and 88 serve to isolate the vibrations from the
main frame 20. The vibrators may be of any suitable type; e.g., as
seen in the U.S. Pat. No. to Peterson 2,917,290, which like the
motor 66, is preferably air-driven.
The screed 74 may be raised and lowered by means including a pair
of fluid motors 100, again preferably airpowered. Each motor is
mounted on the central structure 22 by means including rubber
mounts 102 (FIG. 7), and the exterior end of the motor piston rod
104 telescopically fits within a sleeve 106 having a rubber-bushed
connection 108 to the screed 74 and further having a rubber or
equivalent stop 110 at its bottom end against which the end of the
piston rod may abut when down pressure is applied by the cylinder.
Normally, the piston rod is extended to a position in which its
head is spaced between the stop 110 and the bottom of the cylinder
so that the screed has a limited amount of vertical "float." At
times, as when adjusting the width of the frame 20-- or the tread
of the wheels 26-- it may be desirable to elevate the frame to
clear the wheels from the track. This may be done by raising the
screed 74 and inserting blocks, say 6 inches -10 inches high,
beneath the screed and then applying a downward force against the
screed and blocks by extending the piston, it being understood that
each cylinder is of the two-way type. The mount 88 of course
includes a transverse pivot to accommodate raising and lowering of
the screed as the drawbar 82 swings in a vertical plane.
A rear screed 112, like the front screed 74, spans the form and,
also like the front screed, has a length sufficient to cover the
widest form over which the machine is intended to be operated, so
that, when adjusting the frame 20, it is not necessary to adjust
the screed. As to the front screed, the batwings 94 may be
laterally adjustable to accord with changing form widths. The rear
screed is trailed by a pair of drawbars 114 from pivotal
connections 116 with the intermediate hitch elements 72, and each
drawbar has a combined pivot and rubber-bushed connection 118 with
the screed. In addition to the transverse pivot 116, the front
drawbar connection includes a vertical pivot 120, because the rear
screed is capable of being reciprocated transversely of the form as
a concrete finisher.
The means for reciprocating the rear screed is shown here as
comprising an air motor 122 having a depending shaft 124 to the
lower end of which is affixed a crank 126 connected by a transverse
pitman 128 with the screed. The pitman is provided with ball-joint
connections to accommodate float and raising and lowering of the
rear screed by means of a pair of rear air cylinders 130 which may
be mounted to the central frame structure 22 by means similar to
those for those front cylinders 100. Likewise, the piston rods 132
of the cylinders 130 are connected to the rear screed by means of
sleeves 134 having interior structure like that of the sleeves 106.
The lower end of each rear screed sleeve 134 has a cross tube 136
within which is relatively loosely received a member in the form of
a bail 138 attached to the rear screed and having a substantial
transverse extent to enable free reciprocation of the rear screed
(FIGS. 4 and 5). Down pressure for raising the frame by means of
extending the rear screed cylinders is available because the tubes
136 can engage the tops of the bails to apply the downward
force.
As a further means for assuring a properly finished product, the
form 28 is vibrated, preferably by means of at least a pair of
vibrators 140 carred by the main frame 20 and operative against the
upper outer portions of the tracks or sides 30 (FIGS. 8 and 9).
These vibrators may again be of the type referred to above.
Each vibrator 140 is rigidly affixed to an angle 142 which engages
the upper outer corner of the respective track 30 and the angle is
pressed against the track by force-exerting means such as any
conventional air "springs" 144 connected at one end to the angle
and at its other end to a support 146 connected to the main frame
sides so that the vibrators act against the form just ahead of the
front screed and just behind the front wheels 26. Because of the
fore-and-aft yieldability of the air springs 144, the support
carries front and rear abutments 146, including rubber bumpers 148,
engageable front and rear with the angle 142. The combination of
the air springs and rubber bumpers isolates the main frame from the
forces developed by the vibrators 140. The vibrators are so mounted
that their axes of rotation are angled, each on a line X--X, which
results in vibrational forces developed in inwardly and downwardly
inclined planes Y--Y intersecting the bottoms of the respective
form channels 34 (FIG. 8). This assures proper settling of the
concrete in the deeper parts of the form.
As already described, the vibrators and motors are preferably of
the air-driven type and these may be controlled from a convenient
control panel or console 150 at the front of the main frame,
readily accessible to the operator who also performs the duties of
adding concrete, attending to the form, etc. A representative
control system is shown rather schematically in FIG. 10, where the
legends FV, RM, SV, DM, RC and FC denote the form vibrators 140,
the reciprocating motor 122, the screed vibrators 98, the drive
motor 66, the raise and lower cylinders 100 and 130 and the clamps
or air springs for the vibrators 140, each controlled by respective
valves V.sub.1, V.sub.2, V.sub.3, V.sub.4, V.sub.5 and V.sub.6, all
suitably connected to an air supply line 152 in which is provided a
safety valve V.sub.x. In a typical installation, a supply line 152
may run along each side of the form, being pressurized by a
suitable central source of compressed air. Where two lines 152 are
provided, connections may be made at either side of the form
according to the direction of travel of the machine, and it is
preferred that such connections be made by means of self-sealing
quick-couplers as suggested at 154. In the event of an emergency,
the safety valve V.sub.x may be used to cut out all motors and
vibrators. Obviously, the controls may be individually operated or
"ganged" according to the situations.
In instances where the machine is intended to be operated in a
direction the reverse of that described, the front and rear screeds
may be interchanged, the front screed being connected to the hitch
element 70 and the rear screed to the intermediate hitch 72. The
hitch elements are such that other attachments may be connected
thereto in place of the screeds, or the rear hitch 70 may be used
to tow, for example, a rotary brush or the like to clean the form
28.
* * * * *