Method for precasting concrete products

• US 4,196,161 A
• Filed: 03/01/1978
• Issued: 04/01/1980
• Est. Priority Date: 03/01/1978
• Status: Expired due to Term

• Current Assignee: Atlantic Pipe Construction
• Original Assignee: Atlantic Pipe Construction
• Inventors: Toffolon, Roger L., Kart, Warren E.
• Primary Examiner(s): Silbaugh, Jan H.
• Application Number:
  US05/882,929
• Time in Patent Office: 762 Days
• Field of Search: 264/69, 264/71, 264/72, 264/297, 264/333, 264/336, 425/413, 425/421, 425/432, 425/DIG. 117
• US Class Current: 264/71
• CPC Class Codes: B28B 1/08 by vibrating or jolting of moulding sand B22C15/10; of concrete in general E04G21/063
• CPC Class Codes: B28B 3/022 combined with vibrating or jolting
• CPC Class Codes: B28B 7/00 Moulds; Cores; Mandrels specially adapted for the production of the tubular articles B28B21/00; for casting metals B22C9/00; moulds for plastic materials in general B29C33/00; falsework, forms or shutterings for forming buildings or parts thereof in situ E04G9/00 - E04G15/00

Abstract

Method and apparatus for precasting concrete products wherein dry mix is deposited in casting cavities defined by mating upper and base form sections, vibrated and/or pressure compacted, and the upper form section removed immediately for curing of a free standing green cast product. A single upper form section cooperates with a number of base sections and the latter are used to transport the green cast products for curing. Automatically separable base section parts may also be employed for the transport of cured products. Forms are adapted for fork lift handling and include high intensity vibrators, sight openings for ascertaining a cavity full condition, closure plates for fill openings, pressure applying and finishing devices, and sectionalized construction for various size products. Casting machine includes mix delivery apparatus and form handling apparatus for upper and base form sections for automated casting and transfer of green cast products for curing.

Claims

1. A method for pre-casting concrete products comprising the steps of providing a form having at least two mating sections one of which is a base section and other of which is a downwardly open upper section with a fill opening and which sections are relatively movable between a disassembled condition and an assembled condition where they cooperatively form a casting cavity, each base form sections having at least two separable parts with assembled and disassembled conditions respectively for supporting a cast product substantially throughout the area of its lower surface and throughout only a portion of the area of its lower surface, arranging the two form sections in their assembled condition and with the parts of the base section assembled, preparing dry mix concrete having a moisture content in the range of 1% to 4%, depositing the dry mix in the casting cavity formed by the form sections through the fill opening in said upper section, vibrating the assembled form sections to eliminate voids and to compact the dry mix therewithin so as to form a green cast concrete product having sufficient initial structural integrity for self support, stripping the upper form section prior to the passage of any substantial curing time to expose the green cast product and to allow the same to stand free on the base section of the form, transporting the green cast product atop the assembled base section of the form, curing the product, and further transferring the product by lifting the same and disassembling the parts of the underlying form base section whereby to support the cured product thereafter throughout only a portion of its lower surface.

2. A method for precasting concrete products as set forth in claim 1 wherein the step of providing the form base section includes the provision of forms with fork lift access openings beneath each part of each base section, and wherein the steps of transferring green and cured products includes the use of a fork lift serving to lift both parts of each base section during transport of green products, and serving to lift only said one part of each base section during transport of cured products.

3. A method for precasting concrete products as set forth in claim 1 wherein the two parts of each base section are arranged so that one part automatically separates from the other part when lifted itself, said one and other parts cooperatively supporting a cast product substantially throughout the area of its lower surface and said one part supporting the cast product throughout only a portion of its lower surface.

4. A method for precasting concrete products as set forth in claim 1 wherein the step of providing form sections comprises the provision of a plurality of like form base sections each adapted for assembly with said upper form section, and casting a plurality of concrete products by successively assembling said base form sections with said upper form section, successively depositing dry mix in the form cavities, vibrating the assembled and filled forms, and successively disassembling the base and upper form sections for transfer and curing of the exposed green cast products atop the form base sections.

5. A method for precasting concrete products as set forth in claim 4 wherein the concrete products to be cast take the form of monolithic units each having spaced apart generally vertical parallel walls connected by at least one integral cross member, and wherein the forms are provided with corresponding configurations with vertically upwardly exposed fill openings, the step of depositing dry mix concrete in the casting cavities being carried out by introducing the same downwardly through the fill openings until the cavities are filled uniformly throughout.

6. A method for precasting concrete products as set forth in claim 5 wherein each form is provided with a fill opening along the top of each spaced wall portion, and wherein the dry mix concrete is deposited in said fill openings with the forms vibrating simultaneously to cause the mix first to enter the form wall portions therebeneath and then gradually to progress from each wall portion into the cross member portion with oppositely flowing masses of mix meeting intermediate the ends of the cross member portion and then gradually rising to the top of the cross member portion.

7. A method for precasting concrete products as set forth in claim 6 wherein each form upper section is provided with at least one small opening in and approximately at the center of a top wall of the cross member portion thereof, and wherein the dry mix depositing step is continued until the mix in the cross member form portion has risen to and is visually evident at said small opening indicating completion of cross member formation.

8. A method for precasting concrete products as set forth in claim 7 wherein each form is provided with a series of small openings along the top wall of its cross member portion, and wherein said openings are visually inspected during mix deposition to ascertain the progress of the mix flow centrally and upwardly in the cross member portion.

9. A method for precasting concrete products as set forth in claim 5 wherein each form is provided with a fill opening along the top of each spaced wall portion and with a fill opening and a closure means along the top of its cross member portion, and wherein the dry mix is deposited through all three of said fill openings to fill the form cavity, the fill opening in the cross member portion being thereafter covered by said closure means, and the form thereafter vibrated.

10. A method for precasting concrete products as set forth in claim 9 wherein vibration of the form is also carried out during deposition of the dry mix in the form cavity.

11. A method for precasting concrete products as set forth in claim 5 wherein the form cavities are overfilled with dry mix at said fill openings, and wherein downward pressure is thereafter applied atop the overfill and during form vibration to compact the mix and eliminate voids.

12. A method for precasting concrete products as set forth in claim 11 wherein the application of downward pressure on the overfill is in the range of 50 to 150 pounds per square inch.

13. A method for precasting concrete products as set forth in claim 12 wherein the overfill is in the approximate range of 2 to 3 inches.

14. A method for precasting concrete products as set forth in claim 11 wherein fill openings are provided along the top of each wall portion of each form, wherein a finishing plate is provided for each fill opening, the plates having the desired configurations, of the top surface of the wall of the unit on their undersurfaces, and the plates being urged downwardly on the overfill to apply pressure as aforesaid.

15. A method for precasting concrete products as set forth in claim 4 wherein the form cavities are overfilled with dry mix at said fill openings, and wherein pressure is applied to said overfill to compact the mix and eliminate voids.

16. A method for precasting concrete products as set forth in claim 15 wherein the application of pressure on the overfill is in the range of 50 to 150 pounds per square inch.

17. A method for precasting concrete products as set forth in claim 16 wherein the overfill is in the approximate range of 2 to 3 inches.

18. A method for precasting concrete products as set forth in claim 15 wherein the form is vibrated simultaneously with the application of pressure.

19. A method for precasting concrete products as set forth in claim 4 wherein said upper form section is removed immediately following termination of vibration.

20. A method for precasting concrete products as set forth in claim 4 wherein vibration is carried out in the range of 8,000 to 12,000 pounds force and 6,000 to 12,000 vibrations per minute.

21. A method for precasting concrete products as set forth in claim 4 wherein vibration is carried out during deposition of the dry mix.

22. A method for precasting concrete products as set forth in claim 4 wherein vibration is carried out subsequent to deposition of the dry mix.

23. A method for precasting concrete products as set forth in claim 4 wherein vibration is carried out both during and subsequent to deposition of mix.

24. A method for pre-casting concrete products in the form of monolithic units each having spaced apart generally vertical parallel walls connected by at least one integral cross member comprising the steps of providing a form having a corresponding configuration and at least two mating sections one of which is a base section and other of which is a downwardly open upper section with fill openings along the top of each spaced wall portion and the cross member and a closure means at the cross member fill opening which sections are relatively movable between a disassembled condition and an assembled condition where they cooperatively form a casting cavity, arranging the two form sections in their assembled condition, preparing dry mix concrete having a moisture content in the range of 1% to 4%, depositing the dry mix in the casting cavity formed by the form sections through the fill openings in said wall portions and cross member of said upper section, vibrating the assembled form sections during deposition of dry mix to eliminate voids and to compact the dry mix therewithin, covering the fill opening in said cross member with said closure means, overfilling to provide a measured excess of mix at said wall portion openings, exerting downward pressure on said excess mix and simultaneously vibrating the form throughout so as to form an integral green cast concrete product having sufficient initial structural integrity for self support, stripping the upper form section prior to the passage of any substantial curing time to expose the green cast product and to allow the same to stand free on the base section of the form, and curing the product.

25. A method for precasting concrete products as set forth in claim 24 wherein a finishing and pressure plate is provided for each of said wall portion fill openings, the plates having the desired configurations of the top surface of the wall of the monolithic unit on their undersurfaces, and wherein the plates are urged downwardly in unison on the overfill to apply pressure during vibration as aforesaid.

26. A method for precasting concrete products as set forth in claim 24 wherein the step of providing form sections comprises the provision of a plurality of like form base sections each adapted for assembly with said upper form section, and casting a plurality of concrete products by successively assembling said base form sections with said upper form section, successively depositing dry mix in the form cavities, vibrating the assembled and filled forms, and successively disassembling the base and upper form sections for transfer and curing of the exposed green cast products atop the form base sections.

27. A method for precasting concrete products as set forth in claim 26 wherein each of said base form sections is provided in at least two separable parts, the parts of each base section having assembled and disassembled conditions respectively for supporting a cast product substantially throughout the area of its lower surface and throughout only a portion of the area of its lower surface, and wherein a step of transferring the products for curing atop the base sections is carried out with the base section parts in their assembled condition.

28. A method for precasting concrete products as set forth in claim 24 wherein the application of downward pressure on the overfill is in the range of 50 to 150 pounds per square inch.

29. A method for precasting concrete products as set forth in claim 24 wherein the overfill is in the approximate range of 2 to 3 inches.

30. A method for precasting concrete products as set forth in claim 24 wherein vibration is carried out in the range of 8,000 to 12,000 pounds force and 6,000 to 12,000 vibrations per minute.