Wide swath offset concrete screed

• US 10,132,047 B2
• Filed: 06/13/2017
• Issued: 11/20/2018
• Est. Priority Date: 10/07/2015
• Status: Active Grant

• Current Assignee: Dragon Screed LLC
• Original Assignee: Dragon Screed LLC
• Inventors: Terstriep, Luke
• Primary Examiner(s): Addie, Raymond W
• Application Number:
  US15/621,804
• Publication Number:
  US 20180127928A1
• Time in Patent Office: 525 Days
• Field of Search: 404102-104, 404113, 404118, 404119
• CPC Class Codes: E01C 19/40 adapted to impart a smooth finish to the paving, e.g. tamping or vibrating finishers
• CPC Class Codes: E01C 19/405 with spreading-out, levelling or smoothing means other than the tamping or vibrating means for compacting or smoothing, e.g. with screws for spreading-out the previously dumped material, with non-vibratory lengthwise reciprocated smoothing beam E01C19/407 takes precedence
• CPC Class Codes: E01C 19/42 Machines for imparting a smooth finish to freshly-laid paving courses other than by rolling, tamping or vibrating for distributing only E01C19/12; hand-actuated smoothing tools E01C19/44
• CPC Class Codes: E01C 2019/209 with transverse auger
• CPC Class Codes: E01C 2301/14 Extendable screeds
• CPC Class Codes: E04F 21/05 Supports for jointing rulers
• CPC Class Codes: E04F 21/241 Elongated smoothing blades or plates, e.g. screed apparatus
• CPC Class Codes: E04F 21/242 with vibrating means, e.g. vibrating screeds
• CPC Class Codes: E04G 21/10 Devices for levelling, e.g. templates or boards smoothing tools E04F21/16, E04F21/24

Abstract

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.

Claims

1. An offset concrete screed apparatus for screeding wet concrete slurry, comprising:

a cross support bar;

means for attaching the cross support bar of the offset concrete screed apparatus to a liftable arm of a motorized vehicle;

one or more support bar sleeves attached to the cross support bar;

one or more vertical support bars each of which passes through a respective one of the one or more support bar sleeves;

a screed bar attached to said one or more vertical support bars;

wherein the screed bar being positioned offset from the motorized vehicle allows the motorized vehicle to be driven outside forms containing the wet concrete slurry during the screeding.

2. The offset concrete screed apparatus of claim 1, wherein each of the one or more vertical support bars is configured move up and down relative to the respective one of the one or more support bar sleeves through which it passes.

3. The offset concrete screed apparatus of claim 1, wherein each of the one of the one or more support bar sleeves is rotatively attached to the to the cross support bar.

4. The offset concrete screed apparatus of claim 3, wherein each of the one or more vertical support bars is rotatively attached to the screed bar.

5. The offset concrete screed apparatus of claim 4, further comprising:

bearings positioned on the inner surface of each of the one or more support bar sleeves making it easier for the one or more vertical support bars to move up and down.

6. A vibrating float assembly configured to be pulled behind a screed bar for smoothing wet concrete slurry, the vibrating float assembly comprising:

one or more float pans, wherein each of the one or more float pans has a bent lip portion extending its respective length;

one or more mechanisms to connect each of the one or more float pans to the screed bar; and

a vibrating electric motor positioned upon each of the one or more float pans wherein the screed bar is configured to be transversely offset from the motorized vehicle such that the motorized vehicle can be driven outside forms containing the concrete slurry while screeding.

7. The vibrating float assembly of claim 6, wherein the one or more mechanisms are each hinging connection mechanisms configured to rotatably connect the the one or more float pans to the screed bar.

8. The vibrating float assembly of claim 7, wherein the one or more hinging connection mechanisms allow the float pan to hinge downward an amount from 1 to 4 inches as the screed bar is lilted up from the wet concrete slurry.

9. The vibrating float assembly of claim 7, wherein the vibrating electric motor is connected to a battery of a motorized vehicle configured to move the screed bar.

10. An offset concrete screed apparatus for screeding wet concrete slurry, comprising:

across support bar;

means for attaching the cross support bar of the offset concrete screed apparatus to a liftable arm of a motorized vehicle;

one or more lateral support bars attached to the cross support bar;

a screed bar attached to said one or more lateral support bars;

a hinge assembly respectively attached between each of the one or more lateral support bars and the cross support bar,

wherein the screed bar being positioned offset from the motorized vehicle allows the motorized vehicle to be driven outside forms containing the wet concrete slurry during the screeding.

11. The offset concrete screed apparatus of claim 10, wherein the hinge assembly prevents the one or more lateral support bars from hinging downward by more than a predetermined amount from horizontal, defined as a support bar angle, wherein the support bar angle is no less than 1 degree and no greater than 45 degrees.

12. The offset concrete screed apparatus of claim 11, wherein the support bar angle is no less than 1 degrees and no greater than 25 degrees.

13. The offset concrete screed apparatus of claim 10, further comprising:

a screed bar spacer configured to be affixed to an end of the screed bar resting on a surface of a previously poured concrete swath, the previously poured concrete swath being used as one of the forms for containing the wet concrete slurry during the screeding;

wherein the screed bar spacer has a predetermined thickness to compensate for the screeding process delta.

14. The offset concrete screed apparatus of claim 13, wherein the predetermined thickness is at least ⅛

inch but no great than ⅜

inch.

15. The offset concrete screed apparatus of claim 11 for screeding the wet concrete slurry into a concrete pad of a predetermined thickness, further comprising:

a subgrade screeder attachment configured to removable attach to the screed bar;

wherein the subgrade screeder attachment extends below the underside of the screed bar by a depth equal to the predetermined thickness.

16. A method of using an offset concrete screed apparatus to screed wet concrete slurry, the method comprising:

providing a cross support bar;

attaching the cross support bar of the offset concrete screed apparatus to a liftable arm of a motorized vehicle;

attaching one or more lateral support bars to the cross support bar;

attaching a screed bar to said one or more lateral support bars;

wherein the screed bar is positioned offset from the motorized vehicle allowing the motorized vehicle to be driven outside forms containing the wet concrete slurry during the screeding.

17. The method of claim 16, where the attaching of the one or more lateral support bars to the cross support bar further comprises:

attaching a hinge assembly respectively between each of the one or more lateral support bars and the cross support bar;

wherein the hinge assembly prevent the one or more lateral support bars from hinging downward by more than a predetermined amount from horizontal, defined as a support bar angle; and

wherein the support bar angle is no less than 1 degrees and no greater than 25 degrees.

18. The method of claim 16, further comprising:

affixing a screed bar spacer to an end of the screed bar resting on a surface of a previously poured concrete swath, the previously poured concrete swath being used as one of the forms for containing the wet concrete slurry during the screeding;

wherein the screed bar spacer has a predetermined thickness to compensate for the screeding process delta of at least ⅛

inch but no great than ⅜

inch.

19. The method of claim 16, wherein the wet concrete slurry is screeded into a concrete pad of a predetermined thickness, the method further comprising:

removably attaching a subgrade screeder attachment to the screed bar;

wherein the subgrade screeder attachment extends below the underside of the screed bar by a depth equal to the predetermined thickness.