ACI Specification for Curing Concrete. Published By: American Concrete Institute (ACI); Page Count: 11; ANSI Approved: No; DoD Adopted: No. Find the most up-to-date version of ACI at Engineering Buy ACI SPECIFICATION FOR CURING CONCRETE from SAI Global.
|Published (Last):||28 February 2008|
|PDF File Size:||13.10 Mb|
|ePub File Size:||16.19 Mb|
|Price:||Free* [*Free Regsitration Required]|
These alternative methods are not necessarily equal in effectiveness, cost, effect on project schedule, or impact on other aspects of the project.
Guide for Specifying Underground Shotcrete. Concrete Cracking October 30, – While membranes degrade over time, and water ponding methods cannot be continued indefinitely, the use of SCP products provides a continuous curing environment. Errata are not included for collections or sets of documents such as the ACI Collection. The action works in the other direction as well, holding in water that would normally evaporate at early ages.
This action makes SCP products an effective waterproofing agent, even under hydrostatic pressure. Aco materials, processes, quality control measures, and inspections described in this document should be tested, monitored, or performed as applicable only by individuals holding the appropriate ACI certifications or equivalent.
The reaction products formed fill capillaries and shut down liquid water transmission. Figure 2 shows the performance of concrete treated with SCP products versus air and moist cured sci.
The appropriate duration of curing will depend on the property that is the slowest to develop. This document provides requirements for alternative methods for curing concrete. July 30, – 2: These items are not eligible for return. In other words, the semi-evaporable and non-evaporable water continues to be made available for hydration until it is consumed or an equilibrium state is achieved when SCP products are used.
Any applicable errata are included with individual documents at the time of purchase.
ACI pdf – Free Download PDF
This specification has default settings 3081. may or may not be applicable to a specific project. Figure 4 shows the performance of treated concrete in water permeability testing in a hydrostatic pressure environment, another reason curing is often called out. Compressive strength development is the primary reason curing of concrete is required, and SCP products help achieve even better performance that moist-cured concrete, long held as the gold standard of curing concrete.
The objective of curing is to allow the concrete to meet performance parameters; SCP products produce those performance parameters at a rate equal to or better than moist curing.
acci Until those standards are available, and ACI Additionally, SCP products become a permanent part of the concrete while membranes and water ponding are temporary. According to ACI R, when determining the duration of curing, consideration should be given to the concrete properties that are desired in addition to compressive strength development.
For a listing of and access to all product errata, visit the Errata page. Choose Product Language English.
SCP Tech Brief: Concrete Curing – Spray-Lock Concrete Protection
An important consideration when evaluating products for use with concrete is that ASTM develops standards to generate performance numbers while ACI writes the guides and specifications that are used to put the numbers generated into practice. ASTM C membrane-forming curing compounds were developed as a solution to the need for a time-saving alternative to water ponding.
At least two ASTM C09 subcommittees are currently working on standards to better evaluate the performance of colloidal silica. Concrete — Drying vs. February 26, – 1: Compressive Strength as a Function of Age for a Variety of Curing Conditions ACI R According to ACI R, when determining the duration of curing, consideration should be given to the concrete properties that are desired in addition to compressive strength development.
Because SCP products penetrate into the concrete, they 308. not form a surface membrane. Figure 3 below shows the performance of treated concrete tested for drying shrinkage, another important reason curing is required, demonstrating improvements over moist-cured control samples.
308.1-11 Specification for Curing Concrete
Curing August 27, – 4: The full and complete returned product will be accepted if returned within 60 days 3081. receipt and in salable condition. This specification addresses axi methods applied after placement of concrete and does not apply to internal curing use of saturated lightweight aggregate or other materials to provide supplemental water or to accelerated curing heat curing.
Figure 1 above shows the percentage of strength gain associated with various curing methods.