IP Library › Granted Patent US 11,008,714
Granted Patent B2
US 11,008,714 · App. 16/378,372 · Granted May 18, 2021

Slip forming structures using multiple molds

Inventor: Howard Cooper (Corona, CA)
E01C19/4886B28B1/084E04G11/22E04G21/025E04G21/04E01D21/06E01F15/083
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Quick Facts
Patent No.
US 11,008,714
App. No.
16/378,372
Granted
May 18, 2021
Kind
B2
Abstract

A method of slip forming a concrete structure can include using a first slip form mold that travels along a path to form a portion of a concrete structure by delivering a first flow of concrete into the first mold through a first hopper. The first hopper can be configured to receive the first flow of concrete. The portion of the concrete structure can be modified using a second slip form mold different from the first mold by advancing the second mold along the concrete structure and, while advancing the second mold, delivering a second flow of concrete into the second mold through a second hopper that is configured to receive the second flow of concrete.

Claims (31)

1. A method of slip forming a concrete structure, the method comprising:

using a first slip form mold traveling along a path, forming a portion of a concrete structure by delivering a first flow of concrete through a top of the first mold through a first hopper, the first hopper configured to receive the first flow of concrete; and

using a second slip form mold different from the first mold, modifying the portion of the concrete structure by:

advancing the second mold along the concrete structure; and

while advancing the second mold, delivering a second flow of concrete into the second mold through a second hopper configured to receive the second flow of concrete.

2. The method of claim 1 , wherein using the first slip form mold traveling along a path comprises advancing the first slip form mold along a guide, and wherein advancing the second mold along the concrete structure comprises advancing the second slip form machine along the guide.

3. The method of any of claim 1 , wherein advancing the second mold along the concrete structure comprises advancing a top of the second mold at a greater height than a height at which a top of the first mold is advanced.

4. The method of any of claim 1 , wherein the path advanced by the first slip form machine is substantially limited to movement within a horizontal plane.

5. The method of any of claim 1 , wherein forming the portion of the concrete structure comprises advancing the first mold over a structure comprising reinforcing bars.

6. The method of any of claim 1 , wherein the first mold has one or more dimensions different from the second mold.

7. The method of claim 6 , wherein a height of the first mold is greater than a height of the second mold.

8. The method of any of claim 6 , wherein the second mold has a tighter tolerance than the first mold, wherein the tighter tolerance results from being more rigid than the first mold.

9. The method of any of claim 1 , wherein using the first slip form mold traveling along the path comprises disposing the first slip form machine laterally from the portion of a concrete structure relative to a direction of travel of the first slip form machine.

10. The method of any of claim 1 , wherein advancing the second mold along the concrete structure comprises advancing the second mold at a rate of between approximately 0.25 feet/minute and 15 feet/minute.

11. The method of any of claim 1 , wherein delivering the second flow of concrete into the second mold through the second hopper comprises delivering the second flow of concrete nearer a leading end of the second mold than a trailing end of the second mold relative to a direction of travel.

12. The method of any of claim 1 , wherein delivering the first flow of concrete into the first mold through a first hopper comprises delivering a volume of concrete at a rate at least ten times a rate of the second flow of concrete into the second mold through the second hopper.

13. A system for slip molding a concrete structure, the system comprising:

a first slip forming vehicle comprising:

a first hopper;

a first delivery system configured to deliver a first flow of concrete to the first hopper; and

a first slip form mold configured to receive the flow of concrete from the first hopper through a top of the first mold;

a second slip forming vehicle comprising:

a second delivery system configured to deliver a second flow of concrete to the second hopper; and

a second slip form mold configured to receive the second flow of concrete from the second hopper, the second slip form mold spaced from the first slip form mold by a following distance.

14. The system of claim 13 , wherein the second hopper comprises a vibration device configured to vibrate the concrete.

15. The system of any of claim 13 , wherein the following distance is between approximately 10 ft and 150 ft.

16. The system of any of claim 13 , wherein the following distance is between approximately 1.5 minutes and 90 minutes.

17. The system of any of claim 13 , wherein the first slip form mold has a height greater than a height of the second slip form mold.

18. The system of any of claim 13 , wherein the first slip form mold has a length along a direction of travel greater than a length of the second slip form mold.

19. The system of any of claim 13 , wherein the second hopper is disposed nearer a leading end of the second slip form mold than a trailing end of the second slip form mold in relation to a direction of travel.

20. The system of any of claim 13 , wherein the second slip forming vehicle further comprises a clearance indicator disposed between the first slip form mold and the second slip form mold.

Continuity (2)
Provisional Application 62655076 · Apr 9, 2018
Related Publication 20190309534A1 · Oct 10, 2019
Cited By (1)
US 12,281,449