Unit 26. Sizes 7-5/8” high 15-5/8” long Common depths – 8”, 10”,12” 3/8” mortar joints Walls usually stand 7’-4”

Slides:



Advertisements
Similar presentations
Enzyme Stabilized Mud (Earthen) Construction using DBV-1
Advertisements

FLOOR FINISHES Screeds Terrazzo (in-situ type) Ceramic Tiling
Unit 9 Finishes Teaching Objectives 1. Have basic idea of finishes 2. Understanding something about wall finishes, floor finishes and ceiling finishes.
CASTING A CONCRETE WALL
R1.3 RESP1.3 RESPONSE OF CIVIL ENGIONEEONSE OF CIVIL ENGINEERING PROJECT 1.3 RESPONSE OF CIVIL ENGINEERING PROJECT 1.3 RESPONSE OF CIVIL ENGINEERING PROJECT.
Plastering.
Competency: Draw Wall Sections
Jointing Chapter 8 Starts on CCS1-10 page 49.
Ground-Supported Slabs • Exterior Flatwork
Walls Ron Gatepain constructionsite.
CHAPTER 9 MASONRY.
Class Day Thirteen. Chapter 9 Stone & Concrete Masonry.
Masonry. Terms –F > 15-5 –Go thru all figures –Joints between brick = ¼ inch.
Planning, Laying Out, and Tooling Concrete Block
EDT 51-Floor Plan Design1 Weekend Cabin Retreat Project Basements Sacramento City College EDT 51 Kenneth Fitzpatrick, P.E.
Foundation Systems.
Chapter 33 Foundation Systems.
Construction Methods and Materials Masonry Masonry.
PPT Installing Dry Stack Stone 1 PPT PROCEDURES TO INSTALL DRY STASCK STONE.
© 2006 ITT Educational Services Inc. CD230 Architectural Design & Drafting: Unit 1 Slide 1 Unit 1 CADD Part III.
Prepared by: Marcia C. Belcher Construction Engineering Technology
Competency: Draw Foundation Plans
COLUMNS.
TED 316 – Structural Design
Topic C1 Superstructures - walls
Chapter 18 Foundations.
Building Foundations Foundation Walls.
Masonry Details.
Introduction to Construction Industry
ARCH 243 CLADDING OF WALLS. CLADDING / VENERING OF WALL SURFACES PLASTER STONE CERAMIC –BRICK METAL GLASS PLASTIC WOOD.
Intro to Concrete 18.0 & 19.0 Class notes.
Unit 1003 Building methods and construction technology © Pearson Education 2010 Printing and photocopying permitted Learning Outcome 2 Know about the construction.
SUMMARY FROM ACI 224.1R-93. When anticipating repair of cracks in concrete, it is important to first identify the location and extent of cracking. The.
Chapter 23 Plumbing Systems. Objectives After reading the chapter and reviewing the materials presented the students will be able to: Identify several.
The Roman Arch. AQUEDUCT TRIUMPHAL ARCH VILLA TEMPLE.
Procedures in Modern Road Construction I. Development of Ancient Roads 1. Great civilizations throughout history enhanced road building. 2. Cross-section.
Definitions of terms associated with concrete masonry units A.Masonry Units: Blocks made from concrete, cinders, or other aggregates. B.Laying Block:
Site Work.
Horticulture II - Landscape Unit C Landscape Installation and Maintenance.
Copyright © 2010 Delmar, Cengage Learning. ALL RIGHTS RESERVED. Unit 40 Concrete and Masonry.
DEPARTMENT OF CIVIL ENGINEERING Guided By:- Er. D.A.Patel.
Retaining Wall Construction Building A Block Retaining Wall Developed by: Dr. Teri Hamlin Georgia Department of Education.
PLASTERING AND POINTING Building Construction
Foundation Failure. Foundation movement may result from a wide range of factors, which can include: Shrinking or swelling of clays caused by changes in.
SIGMA INSTITUTE OF ENGINEERING. MODULE :MASONRY CONSTRUCTION.
Footings & Foundation Prepared By: (Vanani Sanket) Department of Civil Engineering B.H.Gardi College of Engineering & Technology.
ALPHA COLLEGE OF ENGINEERING AND TECHNOLOGY
Cavity Wall Construction
Leads Institute of Technology & Engineering
CRACKS IN BUILDINGS: Some Remedial Measures
Foundation – jay Desai.
METHODS OF CRACK REPAIRS
BUILDING CONSTRUCTION
Installation Techniques
Visit for more Learning Resources
Subject : Building Construction
DAMP-PROOFING AND WATER-PROOFING COURSE
Wall Openings You will learn about the types and function of wall openings. You will learn about the components parts of each opening and why they are.
Chapter 10 Construction Basics.
BUILDING CONSTRUCTION 1
Plasters and Pointing. Plasters and Pointing Objects of Plastering: Plastering or surface rendering is the application of mortar to any rough surface.
MATERIALS AND CONSTRUCTION I
Arch205 building construction wall systems- Masonry
Building Construction I Sofia Sebastian 1
Building Construction I Sofia Sebastian 1
II REVIEW.
Student: xxxxxxxxx AEC 204 Lab December 5, 2006
Concrete A structural material made by combining cement, sand, aggregate, and water.
DRY CAST CONCRETE FOR BOXES
Competency: Draw Foundation Plans
Presentation transcript:

Unit 26

Sizes 7-5/8” high 15-5/8” long Common depths – 8”, 10”,12” 3/8” mortar joints Walls usually stand 7’-4”

Block Walls Series of blocks one layer over another is called a course Concrete blocks do not use forms Concrete block may be reinforced by pilasters Stack bond pattern is when one block is laid directly over another to produce a continuous vertical joint Stack bond requires reinforcement

Mortar Freezing weather affects mortar Low adhesion Less strength Failure in joints Coat of asphalt over mortar will ensure a dry basement Applying roofing felt over first coat will provide extra water-proofing

Mortar (continued) Mortar strength depends upon The rate which block absorbs moisture from mortar Plasticity or workability of mortar How much water the mortar retains Quality of workmanship by the mason Mortar will be usable for 2-1/2 hours at 80 degrees or higher Do not water down block before adding mortar Position the first blocks before applying mortar

Construction of concrete block walls Alignment of the first course is the most critical Lay the smaller holes of the block up to provide a larger mortar bed Check the blocks with a level or a straight edge Use a story pole to check if one course is 8” above the next Final gap in the wall is filled with a closure block “Thumbprint” hard will not leave an indentation and the mortar should be tooled Tooling should be done when the mortar has set

Control Joint Controls cracking due to stress Permits slight movement in a wall Gives the wall longer life Built vertically into a wall Should be plumb Should be caulked if it shows

Finishing Remove excess mortar from walls after it has dried Intersecting walls must be anchored Tops of windows and doors require lintels Total mixing time of fiberglass reinforced mortar should not exceed 5 minutes Use a joint guide when fiberglass mortar application is interrupted for more than 1 hour

Finishing (continued) Wet the wall prior to fiberglass mortar application Slope the finish grade away from the foundation for good surface drainage Backfill material should be expected to settle

Foundation information The same block is needed for reinforced mortar as is conventional mortar Split face block has one rough face that looks like stone There are many specialty blocks for specific purposes