Method For Adjusting Concrete Rheology Based Upon Nominal Dose-Response Profile

• US 20140107844A1
• Filed: 10/11/2012
• Published: 04/17/2014
• Est. Priority Date: 06/23/2010
• Status: Active Grant

• Current Assignee: Eric Koehler, Mark F. Robert, Roy J. Cooley, Steve Verdino
• Original Assignee: Eric Koehler, Mark F. Robert, Roy J. Cooley, Steve Verdino
• Inventors: Koehler, Eric, Cooley, Roy J., Verdino, Steve, Robert, Mark F.
• Granted Patent: US 9,789,629 B2
• Time in Patent Office: Days
• US Class Current: 700/265
• CPC Class Codes: B28C 7/026 by measuring data of the driving system, e.g. rotational speed, torque, consumed power
• CPC Class Codes: C04B 2103/0079 Rheology influencing agents
• CPC Class Codes: C04B 28/02 containing hydraulic cements other than calcium sulfates
• CPC Class Codes: C04B 40/0032 Controlling the process of mixing, e.g. adding ingredients in a quantity depending on a measured or desired value B28C7/00 takes precedence
• CPC Class Codes: G05D 21/02 characterised by the use of electric means

Abstract

The invention relates to a method for adjusting concrete rheology requiring only that load size and target rheology value be selected initially rather than requiring inputs into and consultation of a lookup table of parameters such as water and hydration levels, mix components, temperature, humidity, aggregate components, and others. Dosage of particular rheology-modifying agent or combination of rheology-modifying agents is calculated based on a percentage of a nominal dose calculated with reference to a nominal dose response (“NDR”) curve or profile. The NDR profile is based on a correlation between a rheology value (e.g., slump, slump flow, yield stress) and the rheology-modifying agent(s) dose required to change rheology value by one unit (e.g., slump change from 2 to 3 inches) such that exemplary methods can employ corrective dosing based on the NDR and the measured deviation by the system.

Claims

1-18. -18. (canceled)

19. A method for controlling rheology of a hydratable cementitious composition in a rotatable mixer drum on a concrete delivery vehicle having an automated system for monitoring and adjusting concrete rheology, wherein the improvement comprises:

providing a truck comprising a rotatable mixer in the form of a drum for mixing and measuring rheology of a hydratable cementitious composition and further comprising a computer processor unit (“

CPU”

) programmed to monitor and to adjust rheology of hydratable cementitous composition contained within said mixing drum; and

(a) entering into said CPU a target rheology value (“

TRV”

) and load size for a hydratable cementitious composition containing or intended to contain a particular rheology-modifying agent or combination of rheology-modifying agents within said truck mixing drum; and

(b) obtaining a current rheology value (“

CRV”

) of hydratable cementitious composition contained within said truck mixing drum;

(c) comparing through use of said CPU the current rheology value obtained in step (b) against a nominal dose response (“

NDR”

) profile stored in CPU-accessible memory and wherein said NDR is based on at least one data set wherein various dose amounts of a particular rheology-modifying agent or combination of rheology-modifying agents and their correlative effect on rheology value (such as slump, slump flow, or yield stress) is retrievably stored, and determining the nominal dose of said particular rheology-modifying agent or combination of rheology-modifying agents required to change the obtained CRV to the TRV specified in step “

(a)”

;

(d) dosing the hydratable cementitious composition contained in said truck mixing drum with a percentage of said particular rheology-modifying agent or combination of rheology-modifying agents that is selected or pre-selected from 5% to 99% based on the nominal dose determined in step (c) required for changing said obtained CRV to said TRV as specified in step (a);

(e) obtaining a subsequent CRV of the hydratable cementitious composition contained in said truck mixing drum after the percentage of the nominal dose of the particular rheology-modifying agent or combination of rheology-modifying agents selected or preselected in step (d) is added into and uniformly mixed with said hydratable cementitious composition;

comparing the dose selected or preselected in step (d) to the dose according to the NDR profile for the same change in the rheology value from step (b) to step (e), and determining the scaling factor (“

SF”

) by which to adjust the dose from the NDR profile, where SF is defined as the actual dose from step (d) divided by the nominal dose to achieve the same change in rheology value indicated by the NDR profile; and

(f) mixing into the hydratable cementitious composition the particular rheology-modifying agent or combination of rheology-modifying agents in an amount calculated in terms of SF multiplied by the dose from the NDR profile indicated to convert the current CRV measured in step (e) to the TRV specified in step (a); and

wherein steps (a) through (f) are done by said CPU.

20. The method of claim 19 wherein steps (e) and (f) are repeated whenever the CRV is less than or greater than the TRV by a predetermined amount.

21. The method of claim 20 wherein said NDR profile described in step (c) is derived as an average of a plurality of dose response curves for the particular rheology-modifying agent or combination of rheology-modifying agents.

22. The method of claim 21 wherein, in said NDR profile, at least two dose response curves contains at least one non-homogeneous parameter selected from concrete mix design, concrete mix ingredient source, temperature, degree of hydration, water/cement ratio, and aggregate amount.

23. The method of claim 22 wherein, in said NDR profile, at least two dose response curves contains at least two non-homogeneous parameters selected from concrete mix design, concrete mix ingredient source, temperature, degree of hydration, water/cement ratio, and aggregate amount.

24. The method of claim 19 wherein said at least one rheology-modifying agent is a cement dispersant.

25. The method of claim 19 wherein said rheology value is slump which is correlated with the slump of a standard 12-inch slump cone.

26. The method of claim 19 wherein rheology value changes effected by doses administered during a concrete mix delivery operation are incorporated into said nominal dose response (NDR) curve or scaling factor whereby said NDR curve or scaling factor (SF) is modified;

and subsequent rheology value changes in the same or a subsequent concrete mix delivery operation are effected based on said modified NDR curve or said modified SF.

27. The method of claim 21 wherein rheology value changes effected by doses administered during a concrete mix delivery operation are incorporated into said nominal dose response (NDR) curve or scaling factor whereby said NDR curve or scaling factor (SF) is modified;

and subsequent rheology value changes in the same or a subsequent concrete mix delivery operation are effected based on said modified NDR curve or said modified SF.

28. The method of claim 22 wherein rheology value changes effected by doses administered during a concrete mix delivery operation are incorporated into said nominal dose response (NDR) curve or scaling factor whereby said NDR curve or scaling factor (SF) is modified;

and subsequent rheology value changes in the same or a subsequent concrete mix delivery operation are effected based on said modified NDR curve or said modified SF.

29. The method of claim 27 wherein the concrete mixes have at least two different parameters selected from group consisting of temperature, mix design, water levels, hydration levels, and humidity, whereby said concrete mixes have dose response profiles.

30. The method of claim 29 wherein said at least two different parameters includes temperature of the concrete mix.

31. The method of claim 19, wherein in more than one rheology target can be inputted the CPU, wherein each target is defined for a different time period in the same concrete mix delivery operation.

32. The method of claim 31, including a slump target during transit from batching or plant operation site to job site, and including a placement slump target after the mix truck arrives at the job site where the concrete mix is to be poured.

33. The method of claim 27, wherein a weighted average is used to compute the said modified NDR curve or said modified SF.