Chapter 3 Cement. 3.2.3 Technical Properties of Portland Cement Fineness Setting Time Soundness of the Portland Cement Strength Other properties.

Slides:



Advertisements
Similar presentations
تم تحميل الملف من
Advertisements

Reference Concrete Sidney Mindess J. Francis Young Prentice-Hall, Inc Chapters 3 and 4.
Chapter 3 Cement.
What is this?
Cement Production.
Ed McLean Central US Engineer and Sales Manager CTS Cement Manufacturing.
PC Cement Hydration PCC consists of binder and aggregates. Aggregates are typically used in two factions: fines and coarse. The binder phase normally.
LECTURE 2 CEMENT.
Assessment of Type IL Cements for Transportation Applications Ahmad Shalan, Elizabeth Nadelman, Kimberly E. Kurtis, Lawrence F. Kahn School of Civil and.
LIME. Lime Naturally occurs as: Limestone Lime Chemistry for pure rock: CaCO 3 (calcium carbonate) but, impurities are always present: MgCO 3,Al 2 O.
Lecture No. 04 Subject: Properties of Cement Prepared by Dr. Salah Al-Dulaijan.
Subject: Cement Types and Characteristics of Cements
CE-303 Lecture # 2 Manufacturing of Portland Cement Prepared by: Dr. Salah Al-Dulaijan.
Volumetric Change of Repair Materials Low Shrinkage Materials.
SULFATE ATTACK MECHANISM AND PREVENTION IN CONCRETE
Concrete Making Materials - I Cement. What is cement Manufacturing of Cement Composition and constituent of cement Types of cement Tests on Cement.
More about concrete Ag III and IV. Today’s objectives Define properties of hardened concrete Discuss selection of materials for quality concrete.
Chapter 3 Cement.
Chapter 2 Air Hardening Inorganic Binding Materials.
“Properties of Concrete” Introduction
Silver Oak College Of Engineering & Technology.
Chapter 3 Cement.
4.7.2 High-strength Concrete (HSC) Introduction –Definition –Classifications Choice of HSC raw material –Binding material –Excellent aggregate –Superplasticizer.
4.7.5 Non-dispersion Concrete in Water (NDC) Introduction Composites of NDC Properties of NDC.
Chapter 3 Cement.
PRESENTATION ON CEMENTS. ....MADE BY…. HARSH PALIWAL  Roll no.:- 13/IEC/013 MANIK GUPTA  Roll no.:- 13/IEC/017.
PRESENTED BY:- STUDENTS: NAISARGI SHAH SURBHI SINGH FACULTY NAME: PATEL DIPSA INSTITUTE NAME: FOOD PROCRSSING TECHNOLOGY DEPARTMENT A.D.PATEL INSTITUTE.
Chapter 3 Cement Technical Properties of Portland Cement Fineness Setting Time Soundness of the Portland Cement Strength Other properties.
Cement chemistry; reactions and adsorption of water, volume of hydration products and porosity of cement paste Rak Concrete technology 2 Exercise.
–Mineral Admixture –Ordinary Portland Cement (P.O) –Portland granulated Blast-furnance-slag Cement (P.S) –Portland-Pozzlana Cement (P.P) –Portland fly-ash.
–Mineral Admixture –Ordinary Portland Cement (P.O) –Portland granulated Blast-furnance-slag Cement (P.S) –Portland-Pozzlana Cement (P.P) –Portland fly-ash.
Chapter 3 Cement Technical Properties of Portland Cement Fineness Setting Time Soundness of the Portland Cement Strength Other properties.
Portland cement, cement clinker and heat of hydration of cement Rak Concrete technology 2 Exercise 2.
Chemical Admixture Introduction Water-Reducing Admixture Hardening Accelerator Air Entraining Admixture Set Retarding Admixture Flash Setting Admixture.
Air Hardening Inorganic Binding Materials Binding Materials Chapter 2.
Chapter 5 Construction Mortar.
Influence from ingredients Influence from ingredients W/C W/C Quantity of paste Quantity of paste Sp Sp Aggregates Aggregates Admixture Admixture Influence.
 Deformation in load and damage process:  Damage type under compressive load  Original crack  Damage process-one-axis static compression §4.4.2 Deformation.
 Classification  Features in Influencing Concrete  Fine Aggregate-Sand  Coarse Aggregate-Gravel Aggregate.
Durability of Concrete §4.5 Durability of Concrete Definition Importance of Durability Anti-permeability Freezing Resistance Carbonation /Neutralization.
Chapter 16 Equilibrium. How do chemical reactions occur? Collision Model Molecules react by colliding into one another. – This explains why reactions.
Prepared by: Dr. Vineet Bajaj, Associate Professor, SRM University, Haryana  To explain briefly the properties of Portland cement.  The quality of a.
What fly ash can do for you How it helps the environment.
1.Initial setting time of cement:  40 to 60min  30 to 60min  15 to 60min  35 to 60min.
–Mineral Admixture –Ordinary Portland Cement (P.O) –Portland granulated Blast-furnance-slag Cement (P.S) –Portland-Pozzlana Cement (P.P) –Portland fly-ash.
An evaluation and suggestion for a sustainable concrete industry
CVL 2407 Faculty of Applied Engineering and Urban Planning Civil Engineering Department 2 nd Semester 2013/2014 Dr. Eng. Mustafa Maher Al-tayeb.
CY6251 : Engineering Chemistry II Unit 4 : Engineering Materials - Cement (C) Dept of Applied Chemistry - SVCE1.
Materials of Construction Dr. TALEB M. AL-ROUSAN
Cement and Concrete Concrete is an artificial conglomerate,with the following constituents: Cement Aggregate Water Cement replacements and admixtures.
Cement.
TESTING OF CEMENTS Field testing Standard consistency test
Cement-based materials chemistry
Zeeshan Ahmad*, Vartika Varshney, J.P. Tegar
Concrete By Mr. Brower.
Industrial byproducts
CVL 2407 Faculty of Applied Engineering and Urban Planning
CVL 2407 Faculty of Applied Engineering and Urban Planning
Prof. Mayur M. Maske HoD Civil Engineering(Diploma) RIT, Rajaramnagar
LIME.
Subject: Properties of Cement Prepared by Dr. Salah Al-Dulaijan
HYDRATION OF CEMENT The Hydration Reaction
ADMIXTURES???? Materials added to the concrete besides cement, water and aggregate. To improve the properties of the concrete required. Admixtures can.
HYDRATION OF CEMENT The Hydration Reaction
نبـــــــذة عـــــــن شركــــــــة العريــــش للأسمنـــــت
Ceramics.
Cement: Cement is the mixture of calcareous, siliceous, argillaceous and other substances. Cement is used as a binding material in mortar, concrete,
a. decreasing the temperature b. decreasing the amount of reactants
Cement Production. Portland Cement By definition — a hydraulic cement produced by pulverizing clinker consisting essentially of hydraulic calcium silicates,
Super plasticizers These are linear polymers containing sulfonic acid groups. Two major commercial formulations 1- sulfonate melamine- formaldehyde condensate;
Presentation transcript:

Chapter 3 Cement

3.2.3 Technical Properties of Portland Cement Fineness Setting Time Soundness of the Portland Cement Strength Other properties

Soundness of the Portland Cement Definition Reasons for poor dimensional stability Evaluating dimensional stability

The process of reducing and averaging volume of the cement in the process of cement hardening. Poor dimensional stability Uneven volume change happened in the process of cement hardening, such as cracking, blending The opposite of soundness of the Portland cement causing the decrease of quality Soundness of the Portland Cement

Three reasons –too much disassociated f- CaO –too much disassociated f-MgO –too much gypsum Three reasons too much disassociated f- CaO too much disassociated f-MgO too much gypsum Reasons for Poor Dimensional Stability

The hydrating speed of the overburnt f-CaO or f- MgO is slow, f-CaO or f-MgO begins to hydrate after cement hardening and causes the hardened cement to expand and crack. When added too much, gypsum continues to react with calcium aluminate hydrate to form calcium sulfoaluminate hydrate, whose volume increase 1.5 times as big as gypsum and causes the hardened cement paste to crack. At this time, sulfoaluminate hydrate is called cement bacillus. Reasons for Poor Dimensional Stability

Boiling Method - accelerating test There are two methods to evaluating dimensional stability: –Disc method Evaluating dimensional stability of boiled cement disc by observation –Le chatelier soundness method Measuring expansion of hardened cement after boiling Evaluating Dimensional Stability

水泥安定性的测定饼法

Fig Boiling testing instrument Fig Poor dimensional stability Fig Le chatelier soundness testing instrument Evaluating Dimensional Stability

Restrict The accelerating test method can only test the over-use of f-CaO f-MgO and gypsum can not be tested by the above test So they must be controlled in the producing process to avoid over-use Standard defines –MgO ≯ 5% , gypsumSO 3 ≯ 3.5%