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Today, we're discussing the loss of workability in fresh concrete. This loss occurs due to continued hydration and moisture evaporation. Can someone tell me why this might be important to manage?
It affects the concrete's ability to be compacted properly, right?
Exactly! Poor compaction can lead to weaker concrete. To remember, you can think of it as 'Wacky Concrete', where loss leads to unwanted changes. Why do you think this happens?
It stiffens when water evaporates!
Correct! That's a key reason. If we delay the mixing and placing, what could we use to maintain workability?
Retarding admixtures?
Correct again! Remember the acronym 'RATE'; Retarders, Adjusting timing, and Eager placement to maximize effectiveness.
Cold joints occur when new concrete is placed against hardened concrete. What do you think happens when this occurs?
It could lead to weak interfaces.
Absolutely! The strength at the joint is compromised if delays exceed the initial setting time. How can we prevent this?
By reducing the time between mixing and placing?
Exactly! The more time we save, the more we minimize the risk of cold joints. Would anyone like to suggest another method?
Maybe careful re-tempering?
Right again! However, this should be done under strict quality control to avoid adverse effects.
So, we’ve established that minimizing time delays is crucial. Let's summarize the best practices when handling fresh concrete. What are they?
Use retarding admixtures and reduce delays.
Correct! And what about re-tempering?
It should be done cautiously.
Exactly! Well done, everyone! Remember, timely actions ensure we're preventing mishaps such as loss of workability and cold joints.
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The section discusses the loss of workability and formation of cold joints due to delays in the handling of fresh concrete. It highlights the use of retarding admixtures, reducing delays between mixing and placing, and carefully controlling re-tempering to maintain quality.
In this section, we explore critical measures that can help mitigate the adverse effects caused by delays in handling fresh concrete. Loss of Workability occurs due to continued hydration and moisture evaporation, leading to stiffening of the mix which adversely affects compaction and final strength. Cold Joints can form when new concrete is placed against hardened concrete, often resulting in weak interfaces if delays exceed the initial setting time. To combat these issues:
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• Use retarding admixtures.
Retarding admixtures are chemical additives used in concrete to delay the setting time. This is particularly useful when there is a risk of the concrete setting too quickly, which can happen in hot weather or when there is a delay in transporting or pouring the concrete. By adding retarding admixtures, the workability of the concrete is maintained for a longer period, allowing for easier placement and finishing.
Think of retarding admixtures as an ice pack on a hot day. Just as the ice pack helps keep your drinks cool, allowing you to enjoy them longer without them getting warm too quickly, retarding admixtures help keep the concrete workable for longer, preventing it from hardening too quickly during mixing and transportation.
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• Reduce delay between mixing and placing.
Minimizing the delay between when concrete is mixed and when it is placed is crucial to maintaining its workability and strength. As time passes, the water in the mix evaporates and hydration begins, resulting in stiffening concrete that is harder to work with. To prevent this, it's important to plan the logistics of concrete delivery and placement carefully, ensuring that the concrete reaches its pour location as soon as possible after mixing.
Imagine cooking a perfect omelet. If you wait too long before cooking it after mixing the eggs and ingredients, it becomes too thick to pour into the pan easily. Just like an omelet needs immediate action for the best texture, concrete needs to be poured promptly for optimal workability.
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• Re-tempering (adding water) is discouraged but can be done cautiously under strict quality control.
Re-tempering refers to the practice of adding water to concrete that has begun to set in order to restore its workability. While this can be done, it is generally discouraged as it can alter the concrete's final properties and strength. If absolutely necessary, re-tempering should be performed with strict control over the amount and timing of water added, as excessive water can lead to problems such as reduced strength and increased porosity in the hardened concrete.
Think of re-tempering like trying to revive a dried-out sponge. If you add a bit of water carefully, it can become pliable again, but if you drench it too much, it may never dry properly and lose its original form. Similarly, with concrete, careful management is required to maintain its desired properties.
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Key Concepts
Loss of Workability: Impairs compaction and overall concrete performance if not managed.
Cold Joints: Result in weak structural connections due to poor setting procedures and delays.
Retarding Admixtures: Helpful in extending working time for fresh concrete.
Re-tempering: Should be done with care to maintain quality.
See how the concepts apply in real-world scenarios to understand their practical implications.
Using a retarding admixture in a hot climate can help maintain workability up to the time of placing.
In a project experiencing delays, efficiently managing concrete placement can prevent cold joints by keeping operations within the initial setting time.
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If concrete gets too stiff, oh dear, workability's lost, let's steer clear!
Imagine a friendly architect who realizes his team is taking too long; he sends out a delivery of retarding admixtures to keep everything flowing smoothly.
Remember the 'LCR' process: Loss of workability, Cold joints, Retarding admixtures.
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Review the Definitions for terms.
Term: Loss of Workability
Definition:
The deterioration of concrete's capacity to be compacted effectively, often due to hydration and water evaporation.
Term: Cold Joints
Definition:
Weak interfaces formed when new concrete is placed against hardened concrete, often due to delays in placement.
Term: Retarding Admixtures
Definition:
Chemical substances added to concrete to delay its setting time, improving workability during transportation and application.
Term: Retempering
Definition:
Adding water to a stiffened concrete mix to adjust its workability; should be done cautiously to avoid mix integrity issues.