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SCHOOL OF ARCHITECTURE, BUILDING AND DESIGN
Bachelor of Quantity Surveying (Honours)
INTEGRATED ASSIGNMENT: MEASUREMENT I (QSB60104)
CONSTRUCTION TECHNOLOGY I (BLD 60104) BUILDING MATERIALS (BLD 62003)
CASE STUDY REPORT
Student Name: Jacquelyn Vanessa Tee Student ID No: 0320021 Date of Submission: 7th July 2016 @ 10A.M. Name of Lecturers: Miss Azrina Md. Yaakob
Sr. Ang Fuey Lin Dr. Aisyah Kamarazaly
Contents
Contents Page Number
1. Introduction 2
2. Technical Observation 3
3. Construction of a Brick Wall 4 12
4. Conclusion 13
Case Study Report | Jacquelyn Vanessa Tee | 0320021 | Taylor’s University 1
Introduction
On the 23rd of June 2016, the semester 1 class of Bachelor in Quantity Surveying were
given a task to do a case study report on brick walls. We are suppose to study and explain
some major factors like how a brick wall is constructed and also what are the machineries,
plants and tools involved in constructing a brick wall.
Due to the fact that my class was not given the fortunate chance of conducting a site
visit, we were given three videos to watch instead and observe before summarizing it all up into
a report in collaboration of 3 of my semester 1 modules which are Measurements I, Construction
Technology I and Building Materials. This video will give exposure to us where we will be able to
describe, explain and understand the method and process of construction in accordance to the
sequence of work on site. This is a report on a video incorporating all the learning outcomes of
the construction site, the introduction of the site and technical observations made on site.
The videos were given in our facebook group and it is in the form of 3 videos. The details
of the video contains of on a man laying mortar on a brick wall, concrete and mortar are being
mixed on site and also plastering of a brick wall for aesthetic finishes.
Case Study Report | Jacquelyn Vanessa Tee | 0320021 | Taylor’s University 2
Technical Observation
To start things off, my classmates and I were supposed to attend a site visit organized for the whole class 2 weeks prior to the submission date of this assignment. Unfortunately due to some unavoidable circumstances, the site visit had to be called off which made our class basically ‘siteless’ to even carry on with our assignment. Because of that, the lecturers had given us another alternative which is to watch 3 given videos and carry out a report about it before its due date. The videos were uploaded onto my class’ Facebook group, along with a new and improved project brief.
The first video that I had to view to ensure I was on the right track was a video showing a bunch of workers bonding bricks to build a brick wall. It was a 2 minute and 9 seconds long video of the workers stacking up the bricks. Based on my observation, the bond in which the pattern of the brick is laid in is the stretcher bond.
The second video that I had to observe for 31 seconds involves a male worker scooping a cement mix with a shovel into the wheelbarrow whilst walking away from it after the wheelbarrow is filled. As he gets out of the scene, there is a portable cement mixer that is being powered at the background.
For the third and final video that lasted for about 20 seconds, shows a grinning male worker plastering a brick wall for it to have a smooth and even texture by using a trowel to screed the wall.
Case Study Report | Jacquelyn Vanessa Tee | 0320021 | Taylor’s University 3
Construction of a Brick Wall First and foremost, constructing a brick wall is considered as one of the most
approachable skills constructionwise, and most selfbuilders are understandably keen to give it a go.
The first thing to make sure before
beginning the bricklaying is to ensure the amount of bricks is correctly purchased. This is mainly because the bricks got to be adjusted in such a way that it accounts for the mortar. The measurements of the mortar must be added and planned before constructing a brick wall. There is a specific name for when the measurement of the brick and mortar is combined, which is the brick’s ‘nominal’ size. A trench is supposed to be dug out for the foundation to be prepared. Then, the bricks should be laid out at both ends of the walls where the pillars will start.
[A dug out trench]
After all that is settled, the next step is to
proceed with the construction of the first row. The bricks should be laid in the foundation for a dry run, and should have an appropriate spacing accounting for the mortar. For guideline purposes, clamp a string in order to have a proper level line to work with along the way. The level line should not be sagged to
Case Study Report | Jacquelyn Vanessa Tee | 0320021 | Taylor’s University 4
avoid having structural issues once it is constructed. After that, lay the first half inch of the mortar along the base of the foundation with the help of a trowel. Once the first brick has been laid down, press it down into the mortar then check the level to ensure it is in accordance with the ground. Any excess mortar should be scraped off the bricks. The following steps requires of working 2 to 3 bricks worth of mortar at a time when setting more set of bricks.
Once the setting of bricks are done, any missing parts, gaps or joints of the wall should be filled up with mortar by using a trowel.
(Types of Bonds)
First thing’s first, what exactly is meant by bonding of brickwork? This term is not something that is rather familiar to hear in our everyday basis, unless you have a career that revolves around the construction industry. Basically, a bonding of brickwork is the arrangement of brickwork of what seems to be the pattern of headers and stretchers, in other words the shorter faces and longer faces of the bricks. Breaking it down to the types of bonds, is meant by the variety of bonds to choose from which I am about to touch on. English Bond
The English Bond comprises of alternative courses of stretchers and headers, with the headers centered over the middle point of the stretchers, and perpends in each alternate course aligned. It provides a strong bond when the wall is onebrickthick. This type of bond is highly recommended and chosen in terms of the construction of bridges, viaducts, embankment walls and other civil engineering architectures that are available in the construction industry.
Case Study Report | Jacquelyn Vanessa Tee | 0320021 | Taylor’s University 5
Flemish Bond The Flemish Bond, also sometimes known as the Dutch Bond, can be replicated in the halfbrick outer layer of a cavity wall by using wholebricks as stretchers, whilst the headers are created by half bricks called bats, or snapheaders. As compared to the English Bond, it is not as strong at onebrickthick. The thing about Flemish Bond is that is it a little bit more difficult to lay properly because all vertical mortar joints of the Flemish Bond has to be aligned. Stretcher Bond
The Stretcher Bond, also sometimes known as the running bond, is actually the simplest of all bonds that are used in the construction industry today. Unfortunately, this bond is not likely to be suitable as a standalone structural wall and a structural wall built directly behind it, fixed with wall ties would be needed. On a normal bases, the stretcher bond is used with the purpose of decorating the facade of a main structural building to heighten its aesthetic value.
Although in certain perspectives it may look really plain and simple, but with the help of a different form of patterns it can look very effective and aesthetically pleasing. American Bond
The American Bond, or some may know it as the Common Bond, have between 39 courses of stretchers between each course of headers. The headers are used as quoins for those of the evennumbered stretching courses. It starts counting from the previous heading course to achieve the necessary offset in a standard American Bond.
Case Study Report | Jacquelyn Vanessa Tee | 0320021 | Taylor’s University 6
Facing Bond The Facing Bond is arranged in such a way that it is compatible to be used for thick walls, where the facing and backing are desired to be constructed with bricks of different thickness. Due to the fact that the number of joints in the backing and facing differs greatly, the distribution of load is not uniform.
Garden Wall Bond
The Garden Wall Bond is compatible for onebrickthick
wall which could act as a garden wall or a boundary wall.
For this bond, it is possible to build uniform faces for a wall
without the use of a lot of labour, although this type of
bond does not have a the sufficient strength as compared
to the English Bond.
The garden wall bond can be broken down into 2 types
which are,
(a) English garden wall bond
(b) Flemish garden wall bond
(a) English garden wall bond. Generally, the arrangement type is similar to the English Bond.
The only difference it makes is that the heading courses are only inserted at every fourth or
sixth course.
(b) Flemish garden wall bond. This bond consists of alternate course composed of one to three header, or sometimes even five stretchers in series throughout the length of the courses. Each alternate course contains a three quarter bat placed next to the quoin header and a header is laid over the middle of each central stretcher.
Case Study Report | Jacquelyn Vanessa Tee | 0320021 | Taylor’s University 7
Zig Zag Bond An easier way of explaining what a zigzag bond is, is that it is similar to a herringbone bond with the only difference making is the way the bricks are laid in. The bricks are laid in a zigzag manner which is basically where it gotten its name from. This bond is commonly adopted in a brick paved flooring.
(Types of bricks) Facing bricks
Facing bricks are bricks which are intended to be visible, and are thus designed with some aesthetic aims in mind so that they are visually interesting and appealing to look at. Quality, durable bricks, with an attractive appearance for external use above ground. As the name implies, facing bricks are designed to be used as facing, as for example on the exterior of a wall, where the bricks will be seen. These bricks may lack the tensile strength of engineering bricks, which are used for structural brickwork, although bricks for facing can also be used for structural applications in some cases.
Facing bricks can be extruded or molded, and in some cases may be made by hand, although handmade brick can be quite expensive.
Wirecut Bricks For this type of brick the clay is extruded and cut by wire into individual bricks. This is a very cost effective way of producing bricks and is done by an automated production process. These bricks are readily available in a variety of styles and colours.
Case Study Report | Jacquelyn Vanessa Tee | 0320021 | Taylor’s University 8
Handmade Bricks Usually made on a bench in a mould. Due to the fact that the clay isn't firmly compacted by machine, each brick normally has distinctive creasing known as a 'smile'. High desirable in the industry, and the most expensive of the facings.
Fletton Bricks
Fletton Bricks are also known as London Bricks. This clay contains coal traces, which burn during firing, reducing the amount of fuel needed for the kiln, which not only keeps down costs but also produces some interesting effects in the bricks themselves.
Calcium Silicate Bricks
These bricks are popular in areas that are low in the existence of good brickmaking clay. But on the brighter side, it is cheap and gives an impression of being something other than the usual boring concrete.
Case Study Report | Jacquelyn Vanessa Tee | 0320021 | Taylor’s University 9
(Material of Mortar) Lime Mortar
It is a type of mortar that is composed of lime, and an aggregate such as sand, mixed with water. It is normally used in the conservation of buildings originally built using lime mortar, but may be used as an alternative to ordinary portland cement. Usually used for construction work that is above ground level.
Mud Mortar It is a mix of suitable clay, water, and soil. The soil used in the mix should be free from any sorts of grass, pebbles, etc. Costwise it is the cheapest amongst all mortar, but the weakest in strength. This mortar is usually used for brickwork of ordinary buildings and for plastering walls in rural areas.
Portland Cement Mortar Portland cement mortar that is often known as cement mortar is created by mixing Portland cement with sand and water. It was popularised during the late 19th century, and by 1930 it had superseded lime mortar for new construction. The main reason for this was that it sets hard and quickly, allowing construction of a faster pace. The Portland cement mortar is the basis for concrete, a mixture usually comprised of this particular
mortar with the addition of gravel. Gypsum Mortar
The earliest known mortar was used by the ancient Egyptians and was made from gypsum. This form was essentially a mixture of plaster and sand and was quite soft.
Case Study Report | Jacquelyn Vanessa Tee | 0320021 | Taylor’s University 10
(Mortar joints)
Concave This popular type of joint is formed in mortar through the use of a curved steel jointing tool. It works best at resisting rain penetration due to its recessed profile and the tight seal formed by compacted mortar. Vjoint This joint can be made with a vshaped jointer or a trowel once the bricks have been laid. It works just like the concave joint, which is being waterresistant due to its formation compacting the mortar and its shape directs water away from the seal. Struck This is slightly similar to the weathered joint, except that the bottom edge, instead of the top edge, is recessed. It is a very poor insulator against water as it will allow water to collect on its bottom ledge. Weathered The straight, inclined surfaces of the horizontal joints tend to catch the light and give the brickwork a neat, ordered appearance. This joint is less compacted than the concave and Vjoints, although it is still suitable for exterior building walls. Flushed This joint is less resistant to water penetration because the flush joints are formed without compacting the surface of the mortar.
.
Case Study Report | Jacquelyn Vanessa Tee | 0320021 | Taylor’s University 11
(What are the machineries, plants and tools involved in constructing a brick wall?) Trowel
Shovel Gloves Measuring Tape
Wheelbarrow Cement Mixer
Case Study Report | Jacquelyn Vanessa Tee | 0320021 | Taylor’s University 12
Conclusion
To sum everything up and put it in a nutshell, I am overwhelmed with joy to be able to complete my final assignment for this semester. I may not have been given the glorified chance to step into the construction site and actually have my own personal view of how the construction field is like, but knowing our lecturers have tried their best to give us the best they can with another alternative warms my heart with glee. Even though majority of my research that I have done is based on what I’ve studied on the internet, it is still without a doubt informative for my little brain to fathom. And honestly, my mindset did get richer without even needing to step outside as the internet is a substitute for an information hub. As once said by the famous Bill Gates, “The internet is becoming the town square for the global village of tomorrow.”
Besides that, I have learned so much about brickwork prior to completing this
assignment. Getting to know about brickwork at the back of our hand for us students is pretty essential and it is something general for a quantity surveyor to know in the longterm, and I am pleased to say that I have most of the informations at my fingertips. Even if there is anybody at all that maybe tries to lie their way into making me believe a certain bonding type even if it speaks otherwise, I would now know.
Last but definitely not the least, I am also extremely grateful towards my lecturers who
have provided me with gracious amount of guidance that I very much need to ensure I was on the right track every step of the way to get good grades. Although this assignment is slightly different than the usual assignment given to semester 1 students, I’m still very much happy the fact that the brief has stated the marking criteria and was far from vague. I quote William Makepeace Thackeray, “Next to excellence is the appreciation of it.”
Case Study Report | Jacquelyn Vanessa Tee | 0320021 | Taylor’s University 13