Presentation is loading. Please wait.

Presentation is loading. Please wait.

Chapter 5 Construction Mortar.

Similar presentations


Presentation on theme: "Chapter 5 Construction Mortar."— Presentation transcript:

1 Chapter 5 Construction Mortar

2 §5. 3 Technical Properties
Chapter 5 §5. 3 Technical Properties Mobility (consistency) Water retentivity Strength Durability

3 Strength In order to assure the strength of whole structure, there is certain requirements for the strength of masonry mortar for foundation, walls, columns etc. Technical Properties

4 Strength Compressive strength average f2(design strength) and strength grade Compressive strength average f2 (design strength) The pressure of cube specimen (the length of 70.7), cured in standard condition, aged of 28, has 85% strength guaranty. (Temp=20C±) The standard condition of hydraulicity cementitious material : 24± 5℃, Rh>90%curing 28d in humidity, 20±3℃, humidity Rh=60~80%

5 Fig5.3.2 stirring meter of mortar

6 Compressive Strength Average
Strength Grade Strength Grade According to compressive strength average f2, mortar can be divided into 6 grades: M2.5 M5 M7.5 M10 M15 M20 Compressive Strength Average M 5 Mortar

7 Strength Choice of grade Technical Properties
Choices of grade, considering more force in size environment importance of project Usually grades are M2.5~M10 M15 , M20 are used in significant structure Technical Properties

8 Strength Strength formula and influencing factors
The major differences between the influencing factors of concrete are Lacking coarse aggregate; Setting hardening and the process of increasing strength are influenced by hygrophanous beds, that is to say, different mortar strengths for different beds.

9 Strength formula and influencing factors
Dense substrate Dense substrate (Imhygrophanous beds-Stone) Similar to concrete, strength lies on cement strength and W/C. Formula fmo=Afce(C/W-B) fce—28d survey compressive strength of cement (MPa) fmo —28 day strength of mortar (N/mm2 or MPa) A,B—empirical coefficient (according to testing statisticdata) C/W—water cement ratio

10 Qc—cement quantity in mortar (Kg/m³)
Strength formula and influencing factors Porous substrate Porous substrate (Hygrophanous beds) Different from concrete, strength lies on cement strength and quantity. Formula fmo=A·fce·Qc/1000+B Qc—cement quantity in mortar (Kg/m³) fce—survey cement strength A,B—empirical coefficient

11 Strength formula and influencing factors
Empirical coefficient A,B can be chosen from Tab5.3.2 Tab Empirical Coefficient A,B A B Cement Mix Mortar 1.50 -4.25 Cement Mortar 1.03 3.5

12 Strength formula and influencing factors
Explanation Why the strength of mortar in porous substrate lies on cement quantity porous substrate absorb water for mortar while construction. Water remained in substrate depends on cement quantity. For the same reason, the actual W/C depends on cement quantity. So the strength of mortar in porous substrate depends on cement quantity, not W/C.

13 Strength formula and influencing factors
Note Mortar strength formula is much immature, changes according to construction materials dosage, material properties in different areas, mixing methods, and can be modified according to local experience and data.


Download ppt "Chapter 5 Construction Mortar."

Similar presentations


Ads by Google