Wide Swath Offset Concrete Screed

BACKGROUND
Field of the Invention

The present invention relates to a wide swath offset concrete screed for leveling poured concrete within a form, and more specifically systems and methods of making and using a wide swath concrete screed that doesn't require mechanical vibration.

Description of Related Art

Wet concrete generally arrives on-site in a concrete truck for pouring into the forms to define the desired level when the concrete dries. When the concrete is poured from the chute of the concrete truck the result is generally mounds of wet concrete—often called mud or slurry—piled above the level defined by the top edges of the forms. The slurry must be promptly leveled as it is poured, before it hardens or sets. Typically, the leveling is performed by a screed—a specialized tool that traverses the forms. Smaller pours such as a sidewalk can be leveled with a hand screed that one or more workers drag along the forms to level the mounds of wet concrete. It is not feasible to use hand screeds for larger pours such as parking lots, road surfaces, the floors of buildings or other such large, flat concrete surfaces. The weight of the concrete being pulled off is generally too great for workers to use hand screeds.

Larger concrete projects are poured in strips that may be ten to twenty feet wide, but can even be thirty or more feet wide. Conventional mechanized concrete screeds are used to level the strips of concrete. One such type of conventional mechanized screed involves the use of a vibrating screed. A small gasoline engine is mounted on the screed with a rotating offset weight designed to impart vibration to the screed as it is dragged across the wet mud. Some conventional vibrating screed implementations require one or more workers just outside the forms to push and guide the screed along the top of the forms as the engine vibrates the screed. The vibration is required to prevent small pebbles from momentarily catching on the front edge of the screed and dragging small holes in the surface of the slurry before the pebble finally passes under the screed. The vibration aids in pushing the small pebbles down into the slurry, allowing the conventional vibrating screed to pass over the pebbles with minimal perturbation to the surface of the wet concrete. A gasoline or diesel engine is required for this conventional solution, thus requiring one or more workers to attend to the engine as the device is started and stopped many times during the course of a day's pouring. Due to the dirt and dust present at the work site it can be difficult to keep the conventional vibrating screed from breaking down during a pour, often necessitating emergency repairs to keep pouring while concrete trucks are standing by ready to unload their wet concrete.

Published U.S. Patent Application 200910092444A1 to Schoen (hereinafter “Schoen”) describes a conventional wide swath motorized screeds. The Schoen screed features a screed mechanism attached to a skid loader that a worker operates to pull the mounds of wet concrete and create a level surface. Another implementation of a conventional mechanical screed involves attaching a conventional vibrating screed to a front end loader or skid loader. Mounting a conventional vibrating screed on a front end loader eliminates the need for concrete workers to push the screed along as it vibrates.

SUMMARY

Embodiments disclosed herein address drawbacks of the conventional mechanical concrete screeds. The presently disclosed embodiments save considerable labor in the process or leveling wet concrete. For example, a conventional screed device requires a crew of six or more workers to pour and finish the concrete surface. Using the various embodiments disclosed herein a similarly sized pour of concrete could easily be handled by three workers—a savings of at least 50% in labor costs.

Various embodiment disclosed herein provide methods and systems for making and using a wide swath offset concrete screed apparatus for screeding wet concrete slurry. The apparatus includes a cross support bar, an attachment mechanism for attaching the cross support bar to a liftable arm of a motorized vehicle, and lateral support bars for attaching a screed bar to the cross support bar. The screed bar is positioned offset from the motorized vehicle used to operate the screed, allowing the motorized vehicle to drive outside the forms.

BRIEF DESCRIPTION OF THE DRAWINGS

The accompanying drawings, which are incorporated in and constitute part of the specification, illustrate various embodiments of the invention. Together with the general description, the drawings serve to explain the principles of the invention. In the drawings:

FIG. 1 is an oblique view of a wide swath offset concrete screed according to various embodiments disclosed herein.

FIG. 2 is an oblique view depicting a wide swath offset concrete screed in use as wet concrete is being poured.

FIG. 3 is a close up view depicting details of the hinge assembly between the lateral support bar and the cross support bar.

FIG. 4A depicts the wide swath concrete screed being used to level wet concrete using a previously poured swath of concrete in lieu of a form.

FIG. 4B depicts the wide swath concrete screed with a leveling auger.

FIG. 5 depicts embodiments of an optional screed bar spacer and subgrade screeder attachments that may be affixed to the screed bar.

FIG. 6 depicts the wide swath offset concrete screed being raised.

FIG. 7 depicts a lateral support bar configured to have a slight amount of curve.

FIG. 8 is a flowchart depicting the use of the concrete screed 100 according to various embodiments of the invention.

FIGS. 9-10 are oblique views depicting embodiments of an up-down offset concrete screed.

FIG. 11A depicts an embodiment of a vibrating float assembly.

FIG. 11B depicts an embodiment in which the float bar is in the form of a rotating float assembly, typically called a roller screed.

FIGS. 12A-D depict aspects of a vehicle driven screed system with a contoured roller screed, in accordance with various embodiment disclosed herein.

FIG. 13 depicts a screed bar shape adjustment assembly according to various embodiments of the invention.

DETAILED DESCRIPTION

Typically, to pour a swath of concrete a pair of longitudinal forms is assembled at the desired level of the concrete. The longitudinal forms run along the sides of the swath, and an end form may be positioned between the longitudinal forms, defining the end of the swath. Once the wet concrete slurry is poured within the longitudinal forms—generally, one truckload at a time—the leveling is performed by running a screed along the top of the longitudinal forms to smooth the swath of concrete between the forms. The term “leveling” is used to describe the smoothing process using a screed. The result of “leveling” the wet concrete slurry with a screed produces a relatively flat surface between the forms. This flat concrete surface that results from leveling with a screed may, or may not, be level with respect to the earth's surface. For example, the floors of buildings, parking lots and other concrete surfaces are often designed to have a slight degree of slope in order to allow water to run off. Concrete surfaces are often poured to slope between ⅛ inch per foot to up to ⅝ inch per foot, with ¼ inch per foot being a common value. Therefore, the term “leveling” as it is used herein implies that the surface of the concrete is smoothed to conform to a flat surface between the top edges of the forms, and may include a built in amount of slope rather than being perfectly level relative to the earth's surface. That is, leveling wet concrete means to smooth the surface to be relatively flat across the tops of the two forms the concrete was poured into. In situations where multiple swaths are being poured to form a wide expanse of concrete, it is often the case that the previously poured swath of concrete, now hardened, is used in place of the forms on one side of the next swath to be poured. The hardened concrete serves as a “form” on one side as the new swath is being poured and leveled. In such cases where a swath is being poured beside another, previously poured swatch, a spacer may be used to compensate for the level of freshly screeded concrete being slightly lower than the level of the underside of the screed, as discussed further in conjunction with FIG. 5.

Motorized screeds—that is, a screed mechanism attached to a skid loader or other motorized vehicle—are often used to save time and labor in pouring swaths of concrete. The present inventor recognized several drawbacks inherent in the designs of conventional mechanized screeds, for example, the Schoen screed of Published U.S. Patent Application 20090092444A1. One major drawback of it is that the front end loader of the conventional Schoen screed must be driven within the forms directly ahead of the wet concrete being leveled. Nearly all concrete is poured over one or more layers of iron rebar lying on a surface of sand which acts to strengthen and reinforce the concrete. Using the conventional Schoen motorized screed requires the skid loader to be driven over the rebar, pushing it into the layer of sand beneath the concrete and often causing deformities in the rebar. This would render the rebar useless unless remedied before the concrete dries. Thus, workers must be positioned between the conventional Schoen screed and the wet concrete being leveled to pull the rebar up out of the sand. Another disadvantage of the Schoen device that the present inventor recognized involves the end form for the pour. An end form is the form at the end of the swath being poured, for example, to define the edge of a building pad or parking lot. A skid loader cannot be driven over the end form without destroying it. So, in order to use the Schoen device the end form must be assembled as soon as the front end loader of the conventional Schoen screed passes that point. Alternatively, some sort of makeshift removable bridge or ramps could be constructed over the end form, allowing the front end loader of the conventional Schoen screed to be driven up over the end forms without damaging them. These, and other drawbacks of the conventional screeds recognized by the present inventor, are overcome by various embodiments disclosed herein.

FIG. 1 is an oblique view of a wide swath offset concrete screed 100 according to various embodiments disclosed herein. The wide swath concrete screed is mounted on a motorized vehicle 101 such as a skid loader, an extension loader, a front end loader, a tractor, a backhoe, a truck, a tractor, a tracked loader, or other such motorized vehicle. The wheeled vehicle 101 has a liftable mechanical arm 119 of sufficient strength to hold the screed assembly with the capability of lifting it up and down. The offset wide swath concrete screed 100 affords the advantage of being mounted to the side of motorized vehicle 101—that is, the concrete screed 100 is mounted such that the screed bar 107 is offset to the side of the motorized vehicle 101. To be considered “offset” the screed bar 107 is positioned outside the wheels (or track, if a tracked vehicle). Typically the screed bar 107 is parallel to the direction of an axel of the motorized vehicle 101. The screed bar 107 may be referred to as a fixed screed bar 107 to differentiate it from roller screed bars discussed in the ensuing paragraphs. This offset mounting configuration allows the motorized vehicle 101 to be driven along the outside of concrete forms 197. This is a significant advantage over conventional mechanized screeds that drive within the concrete forms. In this way the various embodiments disclosed herein do not push the rebar 199 into the sand as the concrete is being screeded since the vehicle 101 is driven outside the forms rather than inside the forms on the rebar 199. Moreover, the various embodiments of the wide swath concrete screed disclosed herein are able to screed concrete right to the end of the longitudinal forms without damaging the end form. Various embodiments of screeds disclosed herein are also capable of being mounted directly in front of the motorized vehicle 101 for those situations when there is insufficient room alongside the forms 197 to drive the motorized vehicle 101, e.g., when the last swath being poured is up against a fence, wall or building.

The liftable arm 119 of the motorized vehicle 101 allows a user to lift the concrete screed 100 up and down as needed during the pour. Since the concrete screed 100 may weigh 300 pounds or more, with an outer end that extends beyond the motorized vehicle 101 by several feet more the width of the longitudinal forms, the liftable arm 119 must have sufficient strength to withstand the rotational force due to the weight of the concrete screed 100 hanging out to the side.

The offset concrete screed 100 includes a connection mechanism 143 or structure for attaching the cross support bar 103 to the motorized vehicle 101. In some embodiments the connection mechanism 143 includes two metal plates bolted together to clamp down on the cross support bar 103 and hold it securely to the liftable arm 119. In some embodiments the connection mechanism 143 includes U-bolts, or metal cables, to secure the cross support bar 103 to the liftable arm 119. In other embodiments the connection mechanism 143 includes an adapter to fasten the cross support bar 103 to a fork lift attachment, or a three-point hitch, of the liftable arm 119. In yet other embodiments the connection mechanism 143 attaches to a hydraulic cylinder to affix the cross support bar 103 to the motorized vehicle 101. Regardless of the configuration, the various embodiments of the connection mechanism 143 includes structural means for attaching the cross support bar 103 to the liftable arm 119 of the motorized vehicle 101, either in a stationary position or in a manner capable of hinging. The motorized vehicle may be equipped with a swiveling liftable arm capable of swiveling to the side (e.g., horizontally perpendicular to direction of movement 173) far enough to reach out over the forms, thus eliminating the need from a cross support bar 103. In such embodiments the swiveling liftable arm is connected directly to the lateral support bars 105, either directly or using a specialized bracket, without need of a cross support bar that extends beyond the forms 197. In some embodiments the specialized bracket, or other means for attaching the lateral support bar(s) to the swiveling liftable arm of a motorized vehicle, may extend beyond the forms as far as the screed bar extends.

A screed bar 107 is configured to pull the mounds of wet concrete slurry deposited within the forms by a concrete truck. In this way the slurry is leveled during a pour by the action of the motorized vehicle driving back and forth on the outside of forms 197. The screed bar 107 is pulled by lateral support bars 105, which in turn, are connected to cross support bar 103. The motorized vehicle 101 may be positioned to push the cross support bar 103 in the direction of screeding movement 173, as shown in FIG. 1. Alternatively, the motorized vehicle 101 may be positioned on the other side of the cross support bar 103 (ahead of it) so as to pull the cross support bar 103 in the direction of movement 173. In either case, the screed bar 107 is dragged behind the cross support bar 103 as the wet concrete slurry is being screeded. This dragging motion prevents the screed bar 107 from jamming down or catching on the forms as it is moved along.

In at least one embodiment the two lateral support bars 105 are replaced by a single wide lateral support bar spanning the width between the lateral support bars 105 depicted in FIG. 3. The single wide lateral support bar may be fabricated from a reinforced steel or iron sheet, or other material of sufficient strength drag and support the screed bar 107, e.g., composite or synthetic sheet material or corrugated panel. The single wide lateral support bar helps prevent one side of the screed bar 107 from riding up over a mound of wet concrete while the other side remains on contact with the form 197. One or more viewing holes may be cut or molded in the single wide lateral support bar to provide the driver of the motorized vehicle with a better view of the wet concrete slurry just ahead of the screed bar 107.

The screed bar 107 is of sufficient length for both ends to rest on the longitudinal forms 197. Typically the screed bar 107 is slightly wider than the distance between the longitudinal forms 197 so that the screed bar 107 extends beyond the longitudinal forms 197 by a few inches. In a typical implementation the screed bar 107 may be from 6 to 24 inches longer than the distance between the longitudinal forms 197. In other implementations the screed bar 107 may be any length from the same width as the outer width of the forms up to ten or more feet wider than the width of the forms. There is no set limit as to how much wider the screed bar 107 is as compared to the width of the forms 197. However, since workers often walk or stand just outside the forms it tends to be more safe and convenient for the width of the screed bar 107 to extend beyond the forms by no more than a few inches on each side. For example, in some embodiments the screed bar 107 is of a sufficient length so that it extends beyond the forms by 8-10 inches on either side to keep the screed from falling inside the forms 197.

Depending upon the application, the swatch of concrete may be of any given width. For some uses the width of the concrete swath is not important. For example, a large expanse of concrete such as a parking lot may sometimes be poured in strips or swaths of any width, up to the maximum width, that is desired by the prime contractor or suitable for the situation. However, some applications (and some builders) require that the concrete be poured in a specific width swatch, e.g., 12 feet, 15 feet, 20 feet, 25 feet, 30 feet, or other such swath widths. To accommodate these specific swath widths, the concrete screed 100 may be equipped with various lengths of screed bar 107. In some embodiments, the length of the screed bar 107 is fixed, and bars of various lengths are swapped out to accommodate the required swath width. Other embodiments of the screed bar 107 are configured so that the length of the screed bar 107 may be adjusted to suit the distance between the forms 197 or other parameters. This may be achieved by providing a telescoping screed bar 107, or by providing removable sections of the screed bar 107 which may be swapped out to achieve the desired length.

The screed bar 107 is held by two or more lateral support bars 105, which in turn, are connected to a cross support bar 103. To smooth out the mounds of wet concrete the motorized vehicle 101 is typically positioned to push the cross support bar 103. However, the cross support bar 103 is configured to pull the screed bar 107 along, dragging the wet concrete to a level format. This pulling action aids in preventing the screed bar 107 from gouging into the longitudinal forms, thus making the screed bar 107 operate more smoothly as the wet concrete is being leveled.

FIG. 2 is an oblique view depicting wide swath offset concrete screed 100 in use as wet concrete is being poured. The figure shows the point in time when the wet concrete from one truck has already been leveled out, the screed bar 107 has been lifted up out of the way, and motorized vehicle of 101 (not shown) of the concrete screed 100 is backed up so as to allow another truckload of wet concrete to be poured.

As shown in FIG. 2 the lateral support bar 105 is attached to the cross support bar 103 by a hinge assembly 109 configured to hinge upward as the screed bar 107 comes to rest on forms 197. The hinge assembly 109 prevents the screed bar 107 from hinging downward more than a predetermined amount, in order to lift the screed bar 107 off the forms as shown in FIG. 2. The predetermined amount—defined as the support bar angle—is measured at the point where the motorized vehicle 101's liftable arm 119 has been lowered such that the screed bar 107 just touches the forms 197. That is, the support bar angle is the angle between the axis of rotation of the hinge assembly 109 and the bottom front edge of the screed bar 107 when it is lowered to the point of just touching the forms 197. It should be clear from this that the the support bar angle does not depend upon the shape of the lateral support bar 105. At this point, if the cross support bar 103 is raised it will lift the screed bar 107 up since the hinge assembly 109 won't hinge downward past the support bar angle. On the other hand, if the cross support bar 103 is instead lowered the hinge assembly 109 will hinge upward since the screed bar 107 is resting on the forms 197. Various embodiments are configured so the lateral support bar 105 hangs downward at a support bar angle of from 1 degree to as much as 60 degrees, or any angle within these limits, with a hang angle of 15 degrees being typical. The lower limit of the support bar angle, 1 degrees, is determined by the distance between the axis of rotation of the hinge assembly 109 and the bottom surface of the cross support bar 103, and depends on the length of the lateral support bar 105.

FIG. 3 is a close up view depicting details of one embodiment of the hinge assembly 109 between the lateral support bar 105 and the cross support bar 103. Other embodiments may use like types of structures configured to provide a hinging action such as an ordinary hinge, a rocker arm assembly, a trough holding the ends of lateral support bars 105 and flexible cable controlling the maximum hinge angle or support bar angle, a ball joint, or other like types of hinging structures. The hinge assembly 109 connects the lateral support bar 105 to the cross support bar 103. The hinge assembly 109 allows the lateral support bar 105, and in turn the screed bar 107, to hinge upward as the device is lowered onto the longitudinal forms 199. As discussed above, the hinge assemblies 109 prevent the lateral support bars 105, and in turn the cross support bar 103, from hinging downward by more than a predetermined amount, defined as the support bar angle. In this way the motorized vehicle 101 can lift the screed bar 107 up in the air.

The conventional Schoen screed of Published U.S. Patent Application 20090092444A1 features a mounting pocket 62 that prevents arm 48 from rotating too far downward. Such a pocket/arm assembly could be used with embodiments disclosed herein as a hinging mechanism. However, the present inventor recognized certain drawbacks with the Schoen pocket/arm assembly. Namely, the pocket tends to retain wet concrete and small pebbles during the course of a working day. This, in turn, makes the pocket difficult to clean upon completion of a work day. At the end of each day, and perhaps even during the course of the day, the bar 48 must be rotated upward out of pocket 62 in order to clean out all the accumulated concrete and pebbles. If the pocket 62 of the Schoen device is allowed to dry overnight without being thoroughly cleaned it will sometimes freeze in place as the bits of remaining concrete dry and harden. The Schoen device can also freeze up while it is being used if a small pebble or bit of concrete becomes lodged between the bar 48 and pocket 62. The hinge assembly 109 overcomes these drawbacks since it is a more open design which does not tend to accumulate pebbles and wet concrete. The hinge assembly 109 is easier to clean with a hose and water since there is no pocket for pebbles and wet concrete to gather in during the course of a day.

In various embodiments of the offset concrete screed 100, the hinge assembly 109 is rotatably connected to cross support bar 103 by a pin 121. By “rotatably connected” it is meant that the hinge assembly is connected in a manner that allows it to rotate, or hinge, about an axis. In some implementations the pin 121 passes through, or is otherwise connected to, a pin holder bar 123. In other embodiments the pin 121 is connected directly to the cross support bar 103. The pin 121 may be a bolt of sufficient diameter (e.g., ⅜ to 1 inch) for supporting the weight of the lateral support bars 105 and screed bar 107. The bolt may be kept in place with a nut, or two nuts tightened against each other, and washers to aid in preventing wear on the bolt and hinge assembly 109. In other implementations a hinge pin, a metal rod, or other like type of pin may be used as the pin 121.

In some embodiments one or more springs 167 are connected to some point on the support bar assembly to provide more downward force than the weight of the screed bar 107. The additional downward force aids in preventing the screed bar from riding up over the wet concrete slurry. Typically, the springs 167 are configured to be removable so that weaker or stronger springs—or multiple springs—can be attached, as needed. In this way the user is able to adjust the downward force to accommodate the conditions of the pour. Some embodiments use compression springs to push downward on the support bar assembly. In other embodiments leaf springs are used to provide the downward force.

The hinge assembly 109 is typically configured so that it comes to rest against cross support bar 103 when the offset concrete screed 100 is raised up in the air. The hinge assembly 109 hinges upward in response to the concrete screed 100 being lowered so that the screed bar 107 rests on forms 197. This allows the screed bar 107 to ride along the top of the forms 197 without damaging the forms. The hinging action also allows the screed bar 107 to ride up over an overly large mound of wet concrete to avoid putting too much horizontal strain on the screed bar 107 and concrete screed 100. If the screed bar 107 rides up over an overly large mound of wet concrete the user can simply raise the offset concrete screed 100 up in the air, back up the motorized vehicle 101, and take one or more additional passes at smoothing the large mound of wet concrete. Since embodiments of the offset concrete screed 100 allow the motorized vehicle 101 to be driven off to the side rather than over the rebar, the user can efficiently make several passes without need to have workers reposition to rebar after each pass, as is required for conventional motorized screed devices.

FIG. 4A depicts the wide swath concrete screed 100 being used to level the wet concrete slurry 193 using a previously poured swath of concrete 195 in lieu of a form on one side. In pouring large expanses of concrete for a parking lot or building pad it is often the case that the swaths are poured side by side with the previous day's swath acting as a form on one side of the current pour. The very first swath poured requires a form 197 to be set up on each side of the swath to be poured. For each subsequent swath poured after the previous swath has hardened (e.g., a day or more later) only one form 197 needs to be erected. The previously poured swath 195, now hardened, acts as a form on the other side to contain the newly poured wet concrete slurry 193.

One issue with using a previously poured swath in lieu of a form is that the process or screeding wet concrete results in a screeding process delta in which the level of the concrete is slightly lower than the level of the forms (or the form and the previously poured swath being used as a form). For example, a screeded concrete surface may end up ¼ inch or so lower than the forms on either side—that is, have a screeding process delta of ¼ inch or so. This is because the wet concrete slurry contains small pebbles and gravel in it. The screeding process delta results because the screed bar 107 tends to push some of the small pebbles and gravel in front of it, causing the screeded surface of the wet concrete slurry to be slightly lower than the bottom surface of screed bar 107, e.g., ¼ inch or so lower. This can be somewhat troublesome if the concrete is being poured in long swaths alongside a previously poured swath—now hardened—from the previous day. If the screeding process delta was not compensated for and the form 197 was erected to be level with the previously poured swath, each newly poured swath would end up being ¼ inch or so lower than the previously poured swath beside it. If a number of swaths were poured this way the result would be that each swath would be ¼ inch or so lower due to the screeding process delta of each swath. In order to avoid this, it is desirable to provide forms 197 for the new swath to be poured that are at a level slightly higher than the previously poured swath to its side by an amount equal to the anticipated screeding process delta. The slightly higher level of the form 197 compensates for the lower level of finished concrete due to the screed bar 107 pushing small pebbles and gravel in front of it. However, if the previously poured swath (which has hardened) is being used as one of the forms 197 then it is not possible to adjust the height of the previously poured swath to compensate for the screeding process delta. To this end, various embodiments use a screed bar spacer affixed to the bottom of screed bar 107 on the side of the previously poured swath in conjunction with the form 197 being constructed slightly higher than the level of the previously poured swath.

FIG. 4A also depicts a screed bar extension 135. The cross section of the screed bar extension 135 is typically the same as the screed bar 107, with a slightly smaller cross-sectional portion that fits into the end of the screed bar 107. One or more holes 139 may be provided for bolts 141 used to secure the screed bar extension 135 to the screed bar 107. The bolts 141 pass through holes 139 and tighten into threaded holes 137.

FIG. 4B depicts the wide swath concrete screed with a leveling auger 181. The auger 181 is rotationally powered by a power unit 183. The power unit 183 may be similar to power unit 185 depicted in FIG. 11B. Power unit 183 may be implemented in various forms, including for example, a gas or diesel engine, an electric motor, a hydraulic motor, a rotating shaft connected to the power take-off of the motorized vehicle, a rotating linkage connected to the engine of the motorized vehicle, or other like type of power unit known to those of ordinary skill in the art. The power unit 183 may either be connected to the cross support bar 103, or in other implementations, may be connected to one or more of the lateral support bars 105. The power unit 183 may be controlled by a user to controllably rotate the auger 181 at varying speeds. The auger 181 may be rotated in one direction to push the wet concrete slurry towards the motorized vehicle 101, and may be controlled to rotate in the opposite direction to push the wet concrete slurry away from the motorized vehicle 101.

FIG. 5 depicts embodiments 500 and 550 of an optional screed bar spacer and subgrade screeder 147 attachments that may be affixed to the screed bar. As shown in the figure, the screed bar spacer 125 is affixed to the end of the screed bar 107 resting on a previously poured concrete surface 195 to compensate for the screeding process delta. The screed bar spacer 125 is a removable attachment with a predetermined thickness that compensates for the level of freshly screeded concrete being slightly lower than the level of the underside of the screed bar 107 due to small pebbles and gravel being pushed in front of screed bar 107 during the screeding process. A user simply taps the screed bar spacer 125 into position within the screed bar 107, and it is held in place by friction. To remove the screed bar spacer 125, the user merely taps it back out. The screed bar spacer 125 is held to the bottom side of screed bar 107 on the end that rides across the swath of previously poured, hardened concrete. Since the level of the freshly screeded concrete will be lower by a slight amount than the bottom of the screed bar 107 due to the screeding process delta, the screed bar spacer 125 allows the screed bar 107 to pass over the newly poured concrete at a level slightly higher than the desired level of the finished concrete surface to compensate for the screeding process delta. In this way, the newly screeded concrete will end up at approximately the same level as the previously poured concrete swath adjacent to it.

The wide swath offset concrete screed 100 may be provisioned with screed bar spacers 125 of various thicknesses, depending upon the anticipated amount of screeding process delta—that is, the amount that the newly poured concrete is anticipated to be lower. The anticipated amount of screeding process delta depends upon the characteristics of the wet concrete slurry such as the size of the pebbles and gravel in the wet concrete slurry, how wet the concrete slurry is, the temperature of the wet concrete slurry, etc. Since a given contractor may order wet concrete slurry many times from the same concrete supplier, the contractor will generally get a feel for the amount of screeding process delta to expect from a particular concrete provider for a given grade of concrete. A screed bar spacer 125 for use with the various embodiments may have a predetermined thickness of as little as 1/16 inch or as much as ¾ inch, or any value in between, depending upon the characteristics of the wet concrete slurry resulting in screeding process delta. A typical thickness for a slab of concrete 8 inches thick is ¼ inch. In various embodiments the bottom side of the screed bar spacer 125 is smooth with rounded corners in order to push the pebbles and gravel of the wet concrete slurry underneath it during the screeding process. This aids in preventing the pebbles and gravel from scraping along the surface of the wet concrete slurry before they pass beneath the screed bar spacer 125. In addition the screed bar spacer 125 is configured to be smooth with rounded corners aids to avoid gouging or scoring the concrete surface that it rests and slides upon.

FIG. 5 depicts another screed bar spacer embodiment—the screed bar spacer 127 which is configured with a wheel that rolls along the previously poured concrete surface 195. The screed bar spacer 127 is particularly useful when the previously poured concrete 195 has not yet hardened sufficiently to avoid scoring the surface. The screed bar spacer 127 slides into screed bar 107, and is tightened into place with a compression bolt 133. Moreover, the screed bar spacer 127 may be configured to be adjustable by providing an elongated slot either for bolt 129 or for a bolt at point 131.

FIG. 5 also depicts a subgrade screeder attachment 147. To preparing a pour site the contractor generally deposits gravel, sand or pebbles, or some other subgrade material, between the longitudinal forms 197. It is important to have a uniformly flat, level subgrade surface to pour the wet concrete slurry on, in order to ensure that the resulting concrete pad is of a uniform thickness. According to conventional methods, the subgrade material is graded and leveled by hand with shovels or rakes. These conventional methods of preparing the subgrade are quite a labor intensive and must be performed prior to pouring the concrete. It generally takes at least a couple—or even several—manual laborers working to smooth and level the subgrade material by hand, and it is nearly impossible to create a uniformly flat, level subgrade surface. The embodiments disclosed herein overcome aid in cutting down the manual labor required to prepare the subgrade materials by hand, while at the same time drastically increasing the precision of the subgrade leveling process.

The subgrade screeder attachment 147 depicted in FIG. 5 attaches to the screed bar 107 using one or more bolts 149. Alternatively, the subgrade screeder attachment 147 may be affixed to the screed bar 107 using pins, clamps, cables, chains, or other like type of structures for affixing the subgrade screeder attachment 147 in place on the screed bar 107. In other embodiments the subgrade screeder attachment 147 is attached to the screed bar 107 with a hinge mechanism so that it can be hinged upward out of the way when not in use. The depth that the subgrade screeder attachment 147 extends below the lower level of screed bar 107 is adjustable in order to equal the desired thickness of the concrete pad being poured. In the embodiment depicted in FIG. 5 there are a series of holes that allow the subgrade screeder attachment 147 to be set at various depths, thus creating concrete pads of various thicknesses. In other embodiments the subgrade screeder attachment 147 has an elongated hole, or slot, to allow adjustment up and down to create various thickness of a concrete pad.

Typically, the width of the subgrade screeder attachment 147 is slightly narrower than the width of the longitudinal forms 197, for example, one to six inches narrower. The screeder attachment 147 may be provided in multiple pieces so as to easily vary the width to accommodate the width of the longitudinal forms 197. The subgrade screeder attachment 147 is typically made of metal. Aluminum generally provides sufficient strength, and is advantageously lightweight. However, other implementations of the subgrade screeder attachment 147 may be made of iron, steel, or other like metals. In some embodiments the lower edge of the subgrade screeder attachment 147 may be curved slightly in the direction of screeding movement 173. The slight curve tends to cut into the loose gravel, sand or pebbles typically used as subgrade material, thus pulling the subgrade screeder attachment 147 slightly downward to create a smooth, level subgrade surface. In various embodiments the curved portion of the lower edge of the subgrade screeder attachment 147 is angled from as little as 15 degrees to as much as 90 degrees, relative to vertical. In other embodiments the lower edge of the subgrade screeder attachment 147 is squared off straight, rather than having a slight curve as shown in FIG. 5.

FIG. 6 depicts the wide swath offset concrete screed 100 in a raised position. In some instances the area just outside the forms and just beyond the end of the swath of concrete being poured may have an obstacle such as a fence or building, or otherwise be inaccessible. When this occurs it may not be possible to drive the motorized vehicle 101 very far beyond the end of the swath of concrete. In such situations it is useful to be able to lift the concrete screed 100 high enough to permit a concrete truck to back up close enough to unload the wet concrete beneath the raised screed. Various embodiments of the concrete screed 100 can be raise high enough to permit wet concrete to be unloaded beneath it, as shown in FIG. 6. For example, depending upon the type of motorized vehicle 101 being used, the wide swath offset concrete screed 100 can be raised to a level of fifteen feet or more. For embodiments using an extension loader as the motorized vehicle 101 as depicted in FIG. 6 the offset concrete screed 100 can be raised to over twelve feet. This is sufficient height to allow a concrete truck to back up and deliver its load of wet concrete slurry under the offset concrete screed 100. Other embodiments may raise the concrete screed 100 even higher, for example, for clearance beneath the screed bar 107 of 15 feet or even more, depending upon how far the liftable arm 119 of the motorized vehicle 101 is able to extend or rise in the air.

As the liftable arm 119 is lowered it is desirable not to slam it into the lateral forms 197. To aid in this some embodiments include a flow restrictor 145 in the hydraulic line to controllably constrict the flow of hydraulic fluid. The flow restrictor 145 tends to slow down the upward and downward movement of the liftable arm 119, making it easier for a user to ease the liftable arm 119 into position as it is raised and lowered during the screeding process.

FIG. 7 depicts a lateral support bar 105 configured to have a slight amount of curve at point 175. In various embodiments it is desirable for the underside of screed bar 105 to lay relatively flat on the wet concrete slurry and the longitudinal forms 197. Having the underside of screed bar 105 flat aids in keeping it from riding up over mounds of wet concrete slurry as it is pulled along, or gouging into the wet concrete. Further, the flat underside as it is drawn over the wet concrete slurry provides a smoothing effect that helps to produce a smooth, level surface of the finished concrete. At the same time it is desirable to keep the cross support bar 103 several inches above the forms 197 to keep it from catching on the forms 197 and causing perturbations in the smooth surface of the concrete.

To achieve this—having the underside of screed bar 105 flat while the cross support bar 103 passes several inches above the forms 197—various embodiments of the lateral support bars 105 are configured to have a slight amount of curve. In some embodiments the lateral support bars 105 are gradually curved along their entire length. In other embodiments, the lateral support bars 105 are curved at a particular point, for example, at point 175 as depicted in FIG. 7. In yet other embodiments, the lateral support bars 105 are angled at a particular point rather than being gradually curved (e.g., a sharp curve). In various embodiments the lateral support bars 105 may be curved by a lateral support bar curve 177. In various implementations the lateral support bar curve 177 may vary from as little as 1 degree to as much as 30 degrees, and may be any value in between these two extremes. A typical value for the lateral support bar curve 177 is 4 degrees. In other embodiments the lateral support bars 105 may be straight without any lateral support bar curve. In some embodiments the lateral support bars 105 are approximately four feet long. However, the length may be varied depending upon the requirements of the pour and the situation in which it is to be used to be as short as one foot or as long as twelve feet. Using shorter lateral support bars 105 will result in the cross support bar 103 being positioned closer to the forms 197. Using longer lateral support bars 105 will result in more downward rotational force on the cross support bar 103 due to the increased leverage. Therefore, in various embodiments the lateral support bars 105 are generally kept within three to six feet, with four feet being a typical length embodiment.

FIG. 8 is a flowchart depicting the use of the concrete screed 100 according to various embodiments of the invention. Reference is made to the previous figures in the application, including various reference numbers shown in the figures. The method begins at block 801 and proceeds to block 803 where the user provides a cross support bar 103. The cross support bar 103 is typically connected to the liftable arm 119 of a motorized vehicle 101. The method proceeds to block 803 for attaching the lateral support bars 105 to the cross support bar 103. This is generally done using hinge assemblies 109. In some embodiments, however, the lateral support bars 105 may be fixedly connected to the cross support bar 103, with the lateral support bars 105 themselves being capable of hinging. The lateral support bars 105 typically have a slight amount of bend in them, e.g., approximately four degrees—that is, 4°+/−10%.

In block 807 the screed bar 107 is connected to the lateral support bars 105. Typically, the screed bar 107 is fixedly attached to the lateral support bars 105. However, in some embodiments the screed bar 107 may be connected to the lateral support bars 105 in a manner that allows the screed bar 107 to have some play or movement relative to the lateral support bars 105, e.g., a hinging motion. In block 809 it is determined whether the longitudinal forms 197 are wider apart than the length of the screed bar 107. If the screed bar 107 needs to be longer, the method proceeds along the “YES” path to bock 811 for attachment of one or more screed bar extensions 135 to the screed bar 107, and then proceeds to block 813. If the screed bar 107 is of sufficient length for the configuration of longitudinal forms 197 the method proceeds from block 809 along the “NO” path to block 813.

In block 813 of FIG. 8 it is determined whether the wet concrete slurry is to be poured into forms on either side (e.g., for the first concrete swath to be poured), or a previously poured, now hardened, swath of concrete is to be used on one side of the pour in place of the longitudinal forms for that side. If previously poured swath of concrete is to be used in place of the forms it may be the case that the screeding will result in a screeding process delta in which the level of the concrete is slightly lower than the level of the forms, as discussed previously in conjunction with FIG. 5. If a screeding process delta—that is, a level of the concrete surface slightly lower than the scree bar surface—is anticipated, the method proceeds from block 813 along the “YES” path to block 815 to attach a screed bar spacer 125 or 127. However, if no screed bar spacer is desired the method proceeds from block 813 along the “NO” path to block 817.

In block 817 the user operates the motorized vehicle 101 to screed the wet concrete slurry to a desired degree of levelness. During the screeding process it is sometimes the case that the screed bar 107 needs to be raised, for example, to back the motorized vehicle 101 up or to allow a concrete truck to deliver another load of concrete. If, in block 819, it is determined that the screed bar 107 needs to be raised the method proceeds along the “YES” path to block 823 to raise the screed bar 107 (or lower it if it was previously raised). The method then proceeds to block 821 to determine whether further screeding operations need to be performed. If further screeding is to be done, the method proceeds back to block 817 along the “YES” path. However, if the screeding is completed the method proceeds from block 821 along the “NO” path to block 825 where the method ends.

Various activities of the method disclosed herein may be included or excluded as described above, or maybe performed in a different order than the particular examples chosen to illustrate the embodiments. For example, it may be the case that the screed bar extension may be attached to the screed bar (block 811) prior to attaching the screed bar to the lateral support bar (block 807). Or it may be the case that the screed bar spacer may be attached to the screed bar (block 815) prior to attaching the screed bar to the lateral support bar (block 807). The sequence of steps for performing the method of making and using a wide swath offset concrete screed according to the various embodiments disclosed herein may be altered in many other ways as well.

FIGS. 9-10 are oblique views depicting embodiments of an up-down offset concrete screed. The present inventor recognized the difficulty of screeding concrete into certain tight spaces—for example, screeding into the corner formed by two buildings, or screeding right up against a building or a wall. In such tight spaces it is desirable to be able to operate the screed as closely as possible up to the limiting obstruction. The embodiments depicted in FIGS. 9-10 make it possible to screed into tight places with only a minimum of finish work to be done by hand.

The up-down offset concrete screed embodiment features two or more vertical support bars 151. The vertical support bars 151 are designed to move up and down, as needed, during the screeding operation. For example, it may, be that the surface outside the forms on which the motorized vehicle 101 is driving is unlevel or bumpy. If the motorized vehicle 101 moves up or down as it is traveling along, the vertical support bars 151 can move down or up, as needed, so that the screed bar 107 may remain on the forms 197. In some instances, if there is too much wet concrete slurry 193 being pushed the screed bar 107 may ride up over the slurry, leaving an unlevel spot that will require further screeding on another pass.

Each vertical support bar 151 is enclosed by a support bar sleeve 153 that allows the vertical support bar 151 to move up and down. The end of each vertical support bar 151 is larger than the passage dimensions of the support bar sleeve 153 to prevent the vertical support bar 151 from passing through it. This allows the cross support bar 103 to lift up the vertical support bar 151 and accompanying screed bar 107. To aid in the up/down movement the support bar sleeves 153 have bearings on their inner surface, making it easier for the vertical support bars 151 to ride up and down with the lateral force of the concrete slurry pushing against them. Alternatively, the support bar sleeves 153 may have small wheels or lubricant instead of bearings.

The vertical support bars 151 are rotatably attached to the screed bar 107 allowing the vertical support bars 151 to rotate about an axis, the axis being in the direction of screeding—that is, the axis of rotation is in the same direction as the direction of screeding (e.g., motorized vehicle movement), allowing the direction of rotation to be back and forth at a right angle to the direction of screeding. Similarly, the support bar sleeves 153 are rotatably attached to the cross support bar 103. In this way, if the motorized vehicle 101 drives on an unlevel or bumpy spot causing the cross support bar 103 to raise up or dip relative to the screed bar 107, the vertical support bars 151 won't bind up if they raise or drop by different amounts. In this way the screeding operation can continue smoothly even though the cross support bar 103 does not remain parallel with the screed bar 107. The vertical support bars 151 may be rotatably attached to the screed bar 107 by a tab 155 that is welded, bolted or otherwise affixed to the screed bar 107. The tab 155 has a pin or bolt configured to pass through a hole in the vertical support bar 151, thus allowing the vertical support bars 151 to rotate relative to the screed bar 107. In other embodiments (no shown) the tab 151 is affixed to the vertical support bar 151 and has a bolt or pin that passes through a hole in the screed bar 107. FIG. 10 depicts details of an embodiment for rotatably connecting the support bar sleeves 153 to the cross support bar 103.

FIG. 10 is oblique cutaway view of an embodiment of the support bar sleeve 153 that rotatably attaches the support bar sleeve 153 to the cross support bar 103. In this embodiment the hinging mechanism is a bolt 157 that is welded, or otherwise attached, to the support bar sleeve 153 and passes through a hole 159 in the cross support bar 103. The bolt 157 allows the support bar sleeve 153 to rotate as needed relative to the the cross support bar 103. Other hinge mechanisms may be used in various implementations to connect the vertical support bars 151 to either the support bar 103 or to the screed bar 107, including for example, a hinge, a flexible cable, chain links affixed to each part, a shaft and bearings, a trough or slot that supports a shaft, or other like mechanisms known to those of ordinary skill in the art.

FIG. 11A depicts an embodiment of a vibrating float assembly configured to be pulled behind the screed bar 107. In typical implementations the vibrating float assembly is fairly lightweight, for example, weighing between five and twenty-five pounds. However, either heavier or lighter implementations may be constructed, depending upon the dimensions and materials used in the vibrating float assembly itself, and the characteristics of the concrete slurry being floated. Typically, two or more vibrating float assemblies are rotatably affixed to the screed bar 107. Some embodiments feature only one float affixed to the screed bar 107. The screed bar 107 generally is configured to extend beyond the outermost and innermost vibrating float assemblies by at least a few inches. That way, the vibrating float assemblies ride solely on the wet concrete slurry and do not extend quite to the forms. However, in some implementations, the vibrating float assemblies may be configured to be the same width as the screed bar 107 so the outermost portions of the vibrating float assemblies ride on the forms just as the screed bar 107 does.

Each vibrating float assembly has a float pan 161. The float pans 161 are constructed in various lengths, depending upon the length of the screed bar 107 to which they are attached. The float pans 161 attached to a particular screed bar 107 do not all necessarily need to be the same length. For example, a 17 foot screed bar 107 for use on forms 197 that are 16 feet apart may have an 8 foot float pan 161 and a seven foot float pan 161 which are spaced 2 inches apart. This would leave 5 inches of space between the outmost edges of the float pans 161 and the forms 197.

The float pan 161 features a lip that is bent upwards the full length of the pan. The bent lip may be from one to four inches wide. In typical implementations the bent lip is approximately two inches wide and the overall width of the pan is approximately twelve inches. The bent lip may be bent upwards from as little as 3 degrees to as much as 60 degrees. In typical implementations, the bent lip may be bent upwards from 35 to 55 degrees, with 45 degrees being a common amount. The flat bottom surface of the float pan 161 is generally configured to be wider than the bent lip portion, e.g., from 2 inches to 20 inches wide. In typical implementations, the flat bottom portion is from six to twelve inches wide. The float pan 161 may be constructed from a number of materials, including for example, aluminum, magnesium, steel, iron, wood, composite material, or the like.

Each float pan 161 has mounted upon it a vibrating mechanism 167—typically an off-balance vibrating electric motor. The electric motor may either be wired to a power source back on the motorized vehicle such as the vehicle's battery, or may have a battery pack mounted in place with it on the float pan 161. The motor and battery pack are generally mounted towards the center of the float pan 161 to evenly distribute their weight across the wet concrete slurry.

Each float pan 161 is affixed to the screed bar 107 by one or more float hinge mechanisms. The embodiment depicted in FIG. 11A has a float hinge mechanism features a U-shaped member that fits snuggly over the screed bar 107. In some embodiments the U-shaped member may bolt, screw or otherwise be attached to the screed bar 107 so as to be more firmly attached than friction would allow. The hinge member 163 is rotatably connected to a hinge tab 165. The hinge tab 165 is affixed to the float bar 107 by welding, bolts, rivets, screws, or other ways of attaching materials together known to those of skill in the art. The hinge member 163 is rotatably connected to a hinge tab 165 by a bolt or pin, allowing it to rotate in the direction 169. Typically, the float hinge mechanism is configured to allow the float pan to hinge downward from horizontal by a limited amount somewhat less than 30 degrees. For example, in one embodiment the float pan can hinge downward an amount between 1 and 15 degrees—with an amount of downward hinging between 1 and 6 degrees being typical. To measure it another way, the hinge mechanism allows the float pan to hinge downward from 1 to 4 inches, as measured by the distance the float bar 107 is raised above the level of the forms 197 before the float pan's rear edge begins to come off the surface of the wet concrete slurry. In this way, the float pan will gently ride on top of the concrete slurry to a horizontal position as the screed bar 107 is lowered towards the forms 197. If the float pan is allowed to hinge down into too steep of an angle, it will gouge into the wet concrete slurry as the screed bar 107 is lowered.

FIG. 11B depicts an embodiment in which the float bar is in the form of a rotating float assembly, typically called a roller screed. The roller screed 187 takes the place of a stationary screed bar such as screed bar 107 of FIG. 1. The roller screed 187, since it takes the place of a stationary screed bar, may be called a screed bar device. The roller screed 187 is manipulated back and forth to smooth the surface of the wet concrete slurry. In various embodiments the direction of rotation at the point where the roller screed 187 meets the wet concrete slurry is in direction 171 towards the slurry yet to be smoothed, that is, towards the wet concrete slurry that has just been delivered by a concrete truck. In some embodiments (e.g., the embodiment of FIG. 11B) the roller screed 187 may take the place of the screed bar 107 itself, shown in FIGS. 1-6. In other embodiments one or more roller screed(s) 187 may be configured in the manner of the float pans attached behind the screed bar 107 as shown in FIG. 11A.

In various roller screed embodiments the roller screed 187 is rotated by one or more power units 185. The power unit 185 may be implemented in various forms, including for example, a gas or diesel engine, an electric motor, a hydraulic motor, a rotating shaft connected to the power take-off of the motorized vehicle, a rotating linkage connected to the engine of the motorized vehicle, or other like type of power unit known to those of ordinary skill in the art. In various embodiments the power unit 185 may be connected to the cross support bar 103. In various embodiments the power unit 185 may be connected to one or more of the lateral support bars 105. The power unit 185 may be controlled by a user to controllably rotate the roller screed 187. This allows the rotation speed of the roller screed 187 to be adjusted, and turned on and off, so as to accommodate different pouring conditions. In some embodiments equipped with both a roller screed 187 and an auger 181 the same power unit may be used to rotate both the roller screed 187 and the auger 181.

In some roller screed embodiments the lateral support bars 105 may be configured to hinge upward as shown in FIG. 11B. In other embodiments the lateral support bars 105 may be rigidly affixed to the cross support bar 103 without a provision to hinge upward. In yet other embodiments one or more springs may be provided to provide downward force on the roller screed 187 in addition to the weight of the roller screed 187 itself. In various embodiments the lateral support bars 105 may be substantially perpendicular to the cross support bar 103 as shown in FIG. 11B. In other embodiments one or more of the lateral support bars 105 may be attached to the cross support bar 103 at angles other than substantially perpendicular to the cross support bar 103. For example, the lateral support bars 105 may angled relative to the cross support bar 103 outward away from the motorized vehicle.

In various embodiments the roller screed 187 is rotatably connected at both ends to a roller support structure 189. The roller support structure 189 may be configured on the outside and above the roller screed 187 as shown in FIG. 11B, or may be configured to pass through the center of roller screed 187. The support structure 189 is at least above the lower edge of roller screed 187 so as to avoid being dipped into the wet concrete slurry. In most implementations the support structure 189 is above the upper edge of the roller screed 187. The support structure 189 may be directly over the roller screed 187, or may be positioned above and either ahead of or behind the roller screed 187. Various implementations the roller screed 187 come in a wide variety of lengths and diameters. One typical implementation of the roller screed 187 is 16 feet wide and 7 inches in diameter, plus or minus 15%. However, the width for specialized purposes may be as narrow as two feet up to as wide as 50 feet or more. Similarly, the diameters may vary from as little as 1 inch for specialized purposes to up to 4 feet.

Some embodiments are equipped with a screed connector 191. The screed connector 191 may be configured with a mechanical friction reduction component such as ball bearings, roller bearings, greased spindle and socket, or other such means of mechanical friction reduction as are known to those of ordinary skill in the art. The screed connector 191 may include one or more of a wheel or rollers to roll along the concrete forms or adjacent previously poured concrete surface. The screed connector 191 may be configured to accept a screed bar spacer 125 as shown in FIG. 5.

FIGS. 12A-D depict aspects of a vehicle driven screed system with a contoured roller screed, in accordance with various embodiment disclosed herein. It is often the case that a portion of a pour is to be shaped in some manner other than flat. For example, the sides of concrete streets bordered by sidewalks nearly always have a curb to raise the level of the sidewalk above the street and provide a gutter for drainage. In some instances the curb may be formed at substantially right angles—a shape that can be achieved through the use of forms to mold the right angled curb. Many streets are bordered by curved curbs that are easier for bicycles, baby strollers or shopping carts to roll up over. Various shaped curbs can be formed by the vehicle driven contoured roller screed system depicted in FIG. 12A.

The contoured roller screed 1207 spins in a manner similar to the roller screed described above in conjunction with FIG. 11B. The contoured roller screed 1207 takes the place of a stationary screed bar such as screed bar 107 depicted in FIG. 1. The contoured roller screed 1207, since it takes the place of a stationary screed bar, may be called a screed bar device. The contoured roller screed 1207, instead of spinning to create a flat surface the contoured roller screed 1207 forms a surface in a predefined shape other than flat in the horizontal direction perpendicular to the direction of screeding movement 173—for example, a curb shape. The contoured roller screed 1207 may be rotationally powered by a power unit 185 similar to power unit 185 disclosed above in conjunction with FIG. 11B. In some implementations the power unit 185 is affixed to one of the support bars 1225 as shown in FIG. 12A. In other implementations the power unit 185 is affixed to the cross support bar 103 or other part of the screed system structure. Typically there isn't room for the rotating shaft of the power unit 185 to be in line with the center shaft of the contoured roller screed 1207. So the rotating shaft of power unit 185 is generally offset, using one or more belts, chain or drive shafts to drive the center shaft of the contoured roller screed 1207, as shown in FIG. 12A.

FIG. 12B is an oblique view depicting a typical curb shape of a contoured roller screed 1207. FIG. 12C depicts the same curb shaped contoured roller screed 1207 from a side view perspective. Some implementations of the contoured roller screed 1207—especially those for shaping curbs—are from one to four feet in length. For specialized purposes the width may be as narrow as six inches or as wide as a roller screed 187 described above. In general, however, the widths of typical contoured roller screed 1207 implementations tends to be narrower than typical implementations of a flat roller screed 187 due to the different text of concrete being screeded. Low slump (stiff) concrete is generally poured in order to hold the shape of the contour without pouring down to level due to gravity. The slump of wet concrete is based on the ratio of water content to cement content in in the wet concrete. Concrete poured with a low slump (e.g., 2.5 slump) has a higher proportion of cement than concrete with a high slump (e.g., 7 slump). A flat concrete surface often uses concrete mixed with a 5 to 6 slump. The contoured roller screed 1207 may be provided with a removable collar 1209 that rides on the outside of the concrete form to aid in screeding straight in the direction 173 along the forms.

The structure and drive mechanism used for the contoured roller screed 1207 is similar to that of the roller screed 187 described above. For example, the lateral support bars 1225 may be configured to hinge upward in some embodiments. In other embodiments the lateral support bars 1225 may be rigidly affixed to the cross support bar 103 without a provision to hinge upward. In yet other embodiments one or more springs may be provided to provide downward force on the roller screed 187 in addition to the weight of the contoured roller screed 1207 itself.

As mentioned above, various implementations of the contoured roller screed 1207 have a wide variety of shapes, depending upon the requirements of the implementation. FIG. 12D depicts six different typical shapes 1211-1221 that may be formed in wet concrete with various embodiments of the contoured roller screed 1207. Numerous other profiles may be formed in addition to these six example profile shapes for the contoured roller screed. A contoured roller screed is a spinning screed bar with a profile other than flat.

FIG. 13 depicts a screed bar shape adjustment assembly according to various embodiments of the invention. The shape of the bottom edge of the screed bar 107 determines the profile of the poured concrete as viewed from the edge along the direction of movement 173. By bending the screed bar 107 the various embodiments can produce either a concave shaped strip of concrete (shallow ditch shaped) or a convex shaped strip of concrete (hump along the centerline).

Edge profiles 99-1 through 99-3 depict three shapes that can be achieved using various embodiments of the screed bar shape adjustment assembly. Edge profile 99-1 is a convex shaped strip of concrete. Convex edge profile 99-1 is useful for roads, driveways and patios to aid in water runoff. Edge profile 99-3 is a concave shaped strip of concrete. Concave edge profile 99-3 is useful to direct water flow, e.g., as the bottom segment of a concrete lined drainage ditch. The shape adjustment capability of the screed bar shape adjustment assembly is also useful in keeping long screed bar assemblies substantially flat as depicted by the flat edge profile 99-1. Longer screed bars 107 (e.g., 25 foot, 30 foot or longer) may droop downward slightly on the ends due to the weight of the material. The screed bar shape adjustment assembly allows the user to adjust the shape of the screed bar to be flat. Increasing the length of the expansion link 111 pushes the ends of screed bar 107 downward, flexing the screed bar towards a concave shape. Decreasing the length of expansion link 111 pulls the ends of screed bar 107 upward, flexing it towards a concave shape.

The screed bar shape adjustment assembly typically includes an expansion link 111, inner truss arms 113A, outer truss arms 113B, pivot links 112, and diagonal support bars 115, and may include brace arms 117 as well. The expansion link 111 is connected on either side by inner truss arms 113A to pivot links 112. The pivot links 112, in turn, are connected by outer truss arms 113B to brace arms 117 which are rigidly mounted to the screed bar 107. A diagonal support bar 115 is pivotably connected on each side of the assembly between the screed bar 107 and each lateral support bar 105. The two inner truss arms 113A may be distinguished from each other by referring to one as a right inner truss arm 113A and the other as a left inner truss arm 113A (as viewed from behind the screed bar shape adjustment assembly looking in direction 173). Similarly, the two outer truss arms 113B, the two pivot links 112 the two diagonal support bars 115 and the two brace arms 117 may be distinguished from each other by referring to a left component and a right component.

In various embodiments the expansion link 111 and the pivot links 112 are pivotably connected at both their ends to the adjacent component. By “pivotably connected” it is meant that the connected components can pivot—that is, hinge—relative to each other. For example, a door is pivotably connected to its door frame. In some embodiments one or more of the expansion link 111 and the pivot links 112 may have one end rigidly connected to the screed bar 107. However, the other end must be pivotably connected to the adjacent component in order to allow for adjustment. The embodiment depicted in FIG. 13 features a brace arm 117 rigidly connected near each end of the screed bar 107. The brace arm 117 and screed bar 107 are “rigidly connected” inasmuch as the two components remain in the same position relative to each other. The brace arm 117 is typically positioned within three feet of the end of the screed bar 107. However, in some embodiments the brace arm 117 may be located further from the end of the screed bar 107, so long as the brace arm 117 remains between the pivot link 112 and the end of the screed bar 107. In some embodiments the outer truss arms 113B may be pivotably connected to the screed bar 107—thus eliminating the brace arm 117 component. However, the brace arm 117 is useful in that it lifts the end of the outer truss arm 113B up away from the screed bar 107. This prevents wet concrete slurry from coming in contact with the outer truss arm 113B and also provides room for attaching other components to the screed bar 107—e.g., the vibrating float assemblies depicted in FIG. 11A.

In various embodiments of the screed bar shape adjustment assembly the pivot links 112 are pivotably connected to the expansion link 111 via the inner truss arms 113A. A component connected to another component “via” a third component means that the connection can be traced through the third component. For example, if a pivot link 112 is connected to an inner truss arm 113A which in turn is connected to an expansion link 111, then the pivot link 112 is connected to the expansion link 111 “via” the inner truss arm 113A. Moreover, if the pivot link 112 is connected to an outer truss arm 113B which is connected to an inner truss arm 113A which in turn is connected to an expansion link 111, then the pivot link 112 is connected to the expansion link 111 “via” the inner truss arm 113A since the connection goes through the inner truss arm 113A (as well as the outer truss arm 113B).

The lengths and dimension of the expansion link 111, inner truss arms 113A, outer truss arms 113B, pivot links 112, brace arms 117 and diagonal support bars 115 varies somewhat, depending up the length of the screed bar 107 and the requirements of the implementation. In some embodiments the expansion link 111 is at least 16 inches tall (in its closed position) and is capable of expanding at least 4 inches. In some embodiments the brace arms 117 are at least 4 inches tall and the length of the pivot links 112 is between the height of the expansion link 111 and the brace arms 117. In other embodiments the expansion link 111 is at least 24 inches tall and configured to expand at least 6 inches, and the brace arms 117 are at least 8 inches tall. In various embodiments the expansion link 111 is at least 50% taller than the brace arms 117.

As discussed above (e.g., in connection with FIGS. 1-3) each lateral support bar 105 connects the screed bar 107 to cross support bar 103 (not shown) which in turn is connected to a motorized vehicle. The embodiment of the lateral support bar 105 depicted in FIG. 13 connects to a connection tab 106. The distal end of the lateral support bar 105 has a hollow portion that fits over the connection tab 106 as shown in cutaway portion 105-1. In this embodiment the lateral support bar 105 and connection tab 106 both have a hole which, upon being lined up, accepts a pin or bolt to fasten the two components together.

The amount of convex flex is determined by setting the screed bar 107 on a flat surface and measuring the maximum height that the lower surface of screed bar 107 rises above the flat surface (e.g., with the measurement being taken at the center of the screed bar 107). The amount of concave flex is determined by setting the screed bar 107 on a flat surface and measuring the height that each end of screed bar 107 rises above the flat surface, and taking the average of the two measurements. Various embodiments of the screed bar shape adjustment assembly allow the screed bar 107 to be flexed by any amount up to at least 1% its length—i.e., a 25 foot screed bar 107 can be flexed by any amount up to at least 3 inches (1%). In other embodiments the screed bar shape adjustment assembly allow the screed bar 107 to be flexed by any amount up to at least 1.25% its length. Other embodiments allow for any amount of flex up to at least 1.5% flex, and yet other embodiment provide for any amount of flex up to at least 2.0% flex.

Typically, a 25 foot iron screed bar 107 can be flexed by at least 2″ and by as much as 6″ by adjusting the shape adjustment assembly. That is, the ends can be bent to be 6″ lower (or higher) than the center. Other, more flexible materials may be used to achieve greater flexibility. For example, a screed bar made from a stack of steel strips clamped together provides a great deal more flexibility. The ends of such a bar can be bent downward (or upward) by at least 16″. Other flexible materials may be used to achieve a desired amount of flex in the screed bar 107, including for example, fiberglass, spring steel, aluminum, hardwoods, metal alloys, or other such materials known by those of ordinary skill in the art to have an amount of flexibility.

In various implementations the expansion link 111 is embodied as a turnbuckle, as shown in FIG. 13. However, in other implementations the expansion link 111 may be embodied as a hydraulic cylinder, a ratcheting jack apparatus, a scissor jack, an inflatable jack, a mechanical screw mechanism, or any other device that is adjustable to expand and contract as are known by those of ordinary skill in the art. The pivot links 112 are depicted in FIG. 13 as solid (non-expanding/contracting) members. However, in some embodiments expansion links 111 may be used in place of pivot links 112. The screed bar shape adjustment assembly depicted in FIG. 13 has three links: one expansion link 111 and two pivot links 112. However, some embodiments have more than three links including one or more expansion links 111, including for example, embodiments with: four links including two expansion links 111, embodiments with five links, or seven links or more including various combinations and positioning of expansion links 111 and pivot links 112.

The description of the various embodiments provided above is illustrative in nature inasmuch as it is not intended to limit the invention, its application, or uses. Thus, variations that do not depart from the intents or purposes of the invention are intended to be encompassed by the various embodiments of the present invention. Such variations are not to be regarded as a departure from the intended scope of the present invention.

	Number	Date	Country
Parent	15621804	Jun 2017	US
Child	16197257		US

	Number	Date	Country
Parent	16689056	Nov 2019	US
Child	17573605		US
Parent	16197257	Nov 2018	US
Child	16689056		US
Parent	14877805	Oct 2015	US
Child	15621804		US

Wide Swath Offset Concrete Screed

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CROSS-REFERENCE TO RELATED APPLICATIONS

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