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Field Experience: Site Work Report

Hands on study on site work construction techniques used in Kampala.

MATERIALS IN CONSTRUCTION: DETAILING OF MATERIALS DURING CONSTRUCTION ENDS 3362 FIELD EXPERIENCE II PATRICIA ATRISIA RUKUD’DE 2011-B081-10023 TABLE OF CONTENTS 1 . IN T RO D U CTI O N 2 ACKNOWLEDGEMENTS 2 RESEARCH OBJECTIVES 3 2 . P R O J ECT D ESCRI PTI ON 4 PROJECT INTRODUCTION 4 SITE LOCATION 5 3 . D E T AI LI N G I N CO N STRU C TION 6 EXCAVATION DETAILS 7 RETAINING WALL DETAILS 9 SLAB DETAILS COLUMN DETAILS WALLS DETAILS 4 . A P P EN D I X 1 1 14 16 18 TOOL, MACHINES AND MATERIALS 18 REFERENCES 21 Detailing Of Materials During Construction ENDS 3362 - Field Experience Two 1 1. INTRODUCTION ACKNOWLEGDMENTS The complication of this document was made possible by the help of Mr Alex Ndibwami, the course coordinator with whom the research topic and methodology were worked out well before research begun. His guidance throughout the course of the assignment is greatly appreciated. Special Thanks also goes out to Mr Douglas Mivule, my on-site supervisor whose educative method of instruction taught me how to be critical when it came to site construction issues, which I would have missed. I would also like to thank my mother, Mrs Susan O Rukud’de, for the financial aid through out this research project. Detailing Of Materials During Construction ENDS 3362 - Field Experience Two 2 1. INTRODUCTION RESEARCH OBJECTIVES Architects like Peter Zumthor and Carlo Scarpa have through their work shown how ordinary materials can be manipulated to reveal details that help in signification of architecture. Marco Frascari in his book, ‘The Tell The Tale Detail’ states that through details architects can give harmony to the most uncommon and difficult or disorderly environment generated by a culture by paying attention to detail.” To understand how these details are created this study will involve the following steps. Goals To identify details on site and get an understanding of how they are made. Methods Observation, Photography Documentation Precedent Study Research Hands-on Experience To evaluate the properties of these materials that make them suitable for use in these details. Interviews Photography Documentation Observation To explore alternative detailing techniques for similar designs, the materials used and how they are assembled.––– Documentation Precedent Study Research Hands-on Experience Interview Tools/Resources Online Sources (Books, Journals) Camera, Journal Safety Tools (Gloves, Hard hat, Gumboots) Questions Journal Camera Online Sources (Books, Journals) Camera, Sketch book Questions/Recorder An eligible site would be one with a diversity of materials with a good amount of construction details. The goals of this case study were: • To appreciate the qualities of the materials used in order to know how to apply them appropriately. • To understand the processes involved in assembling materials as used in construction. • To understand the reasons why particular materials were chosen • To explore the various alternative materials that would serve the construction better especially in terms of durability, cost, easy in handling and how well it would fit in. Detailing Of Materials During Construction ENDS 3362 - Field Experience Two 3 2. PROJECT DESCRIPTION PROJECT INTRODUCTION The primary project (site A) is a six level office block with office spaces to let, a cafe, underground parking and gym. Title Project Name Client Party Concerned Commercial Development at Acacia Avenue (Plot 6) Idro Taban Archtectural Firm Symbion Uganda Ltd Quantity Surveyors’ Firm Build Cost Associates Structural/Civil Engeering Firm Mechanical/Electrical Engineers Firm Contractor Proman Consults Ltd Gem Engineering Co. Ltd China National Aero Technology International Engineering Co-operation Detailing Of Materials During Construction ENDS 3362 - Field Experience Two 4 2. PROJECT DESCRIPTION SITE LOCATION The site is located on Plot 6, Acacia Avenue, Kololo next to Kira Road Kamwokya. SITE GROUP COORDINATOR STRUCTURAL INFORMANT LOCATION Site A Commercial Development at Acacia Avenue (Plot 6) Patricia Rukud’de Douglas Mivule Contrator’s Engineer Acacia Avenue, Kololo Site B Office Block Christine Owori Charles Kato General Foreman Lourdel Road, Nakasero Site C Proposed Ministry of Water and Environment Headquarters Davis Manzi William Amanya Site Manager Kabalega Crescent, Luzira Detailing Of Materials During Construction ENDS 3362 - Field Experience Two 5 3. DETAILING IN CONSTRUCTION INTRODUCTION This report explores construction specific material details resulting from site-specific requirements of a design project. While some details are specific to particular construction companies, most construction details are used universally across construction firms to ease installation of fixtures such as electric cables and plumbing. It should be noted that site A and C had the same contractor and therefore most of there detailing was similiar and only differed where the design brief and the site demanded different structural details.Architectures of these two building however are different. The details studied will be from the following construction elements Excavation walls: The study focuses on the shoring choices of the different sites. Retaining wall: The study focuses on the construction and backfill used. Slabs: The study focuses on the construction details and how fixtures are installed Columns: The study focuses on the various construction details, the fixtures and joint connections Walls: The study focuses on the various construction details, the fixtures and joint connections Tools, Machines and Materials: This will introduce most of the construction tools used on site. Foundations were skipped because all sites had worked on them by the time of the site visits. The roofs are not tackled because none of the sites had started on roof construction. Detailing Of Materials During Construction ENDS 3362 - Field Experience Two 6 3. DETAILING IN CONSTRUCTION EXCAVATION DETAILS Excavation compromises the structural integrity of the structures around it. In this case, the excavation flash with the fence and it about 5m from the neighbour’s building. The deeper the excavation required by the design, the weaker the soil becomes and therefore the more shoring required. The settlement of soil over time and due to external factors is dependant on the soil quality. Stiffer soils tend to Bulge, Loose soils slide down and soils with more cohesion toppling over from like of horizontal support. 1 2 The deepest excavation point flashes with the An excavation tracter is used to dig. perimeter wall. A red tape hoarding fence warns and move the soil. It is collected in a construction workers to be cautious past it. track and taken to another site. 3 Construction workers fastening the wire onto the excavation wall On Site A, (1) the excavation depth ranges from 9metres to 11 metres below the original ground level. Ordinary shoring is impossible on this site, (3)A 100mm hole fabric mesh is laid against the soil and hammered into the soil. Fabrics adjacent to each other are fastened together. This helps reduce tensile deformation and strengthen, The wall was then reinforced with a 10 mm layer of motor reinforced with 2mm steel wire mesh. This restores the earths cohesiveness and stops water from eroding it therefore maintaining the component strength of the soil. Detailing Of Materials During Construction ENDS 3362 - Field Experience Two 7 3. DETAILING IN CONSTRUCTION EXCAVATION DETAILS Site B (4) excavated only 2 m into the ground and did not shoring as the ground was relatively stiff and they had to make a few budget cuts to save money. The soil excavated was little therefore when filling the space between the retaining wall and the cut soil, (5) they used wastes from the construction like the packaging for the cement and rubble of the previously existing building. 4 5 Site C (6) never had to treat an excavation walls since they dug less that 3 m into the ground and their ground was very stoney so no shoring was necessary. The ground was excavated using a tractor jack hammer (7) to break down the rock 6 7 A retaining wall is to be built after construction of the building because the buidling is not abutted to the excavated ground.This is part of the landscaping. Detailing Of Materials During Construction ENDS 3362 - Field Experience Two 8 3. DETAILING IN CONSTRUCTION RETAINING WALL DETAILS A retaining wall is a structural wall designed to withstand lateral forces from the abutting ground or a body of water on one side of it. In this case the lateral forces are from the earth that is refilled. Retaining walls needs a damp proofing system that protects the surface of the wall from water transmitted by the earth. After the retaining wall has cured, (9) a damp proof membrane made of polyester is layered onto the wall using ShilaCrete R (Bonding Agent) . (8) A French pipe is then lain atop the foundation and surrounded by 20 mm aggregate to drain the water away from the pipe. (10) A layer on mortar less masonry is constructed over the membrane and then the back fill is poured against the blocks. 8 French pipes are lain against the strip foundation wall. they collect water that might have weakened the foundation strip wall joint 10 After the bricks have been layed (without mortar) Soil is backfilled and compacted adjacent to the retaining wall. 9 The membrane is glued to the concrete wall and a layer of blocks are loosely piled adjacent to the wall. 11 For retaining walls that are too close (Less than 500 mm) to the excavation boundary, the blocks are layed first before the retaining wall is installed Detailing Of Materials During Construction ENDS 3362 - Field Experience Two 9 3. DETAILING IN CONSTRUCTION RETAINING WALL DETAILS On Site B, (14) a green plastic damp proof membrance was also provided, however the backfill was a mix of soil and waste building materials such as tile off cuts and cement bags( 15). This could be viewed as waste management, however the ecological character of the site is altered and the ecological impact of this action is irresponsible. 12 At site B, a steel mesh is made and elevated then surrounded by formwork made of 100 by 10 mm timber strips 13 Having used strips of wood. The formwork left a strip pattern that may be covered or left open. (It is parking space, the surface is acceptable) 14 The waste is covered with soil and a compactor is used to compact the back fill to prevent ground settlement. 15 The tile off cuts used in the back fill. Alternately, some sites sell them off to arts who use them in mosaics As stated earlier site C had no retaining walls abutted to the main building. Detailing Of Materials During Construction ENDS 3362 - Field Experience Two 10 3. DETAILING IN CONSTRUCTION SLAB DETAILS A floor slab is a horizontal suspended construction of concrete or similar material, which provides the structure for a floor. The slab is split into bays by the beams that run the span of the floor (16). Maxspans were used in all sites to reduce the density of of the slab. However, they are not used in the bays near the elevation, and the stairs and are also put half a meter away from the beams, colomns and the edge of the slab (17) as these are all part of the load transfer system and need the extra strength solid concrete provides to transfer the loads to the foundation. 16 17 18 20 19 21 A metallic scaffolding places at a grid distance of 1m was used to support the slab formwork which includes timber bars of 50 by 75mm on which marine boards are nailed. Marine board are vanished and smooth and therefore do not stick to the slab once the concrete has cured. Steel bars are placed on 20mm thick concrete cubes called sitters (19) to keep them covered in the concrete and chairs (18) are use to pick the looped steel bars within the slab thickness. The rest of the bays are lined with maxpans(20) and then a steel mesh(21) is placed on top to allow the slab bay had a consitent strength across the bay. Detailing Of Materials During Construction ENDS 3362 - Field Experience Two 11 3. DETAILING IN CONSTRUCTION 3. DETAILING IN CONSTRUCTION SLAB DETAILS 3. DETAILING IN CONSTRU 22 23 SLAB DETAILS Before concrete is poured, open pipes are covered with protruding paper (22) to avoid them being blocked with concrete when it is poured. They are removed when the slab concrete is cured. Concrete is the concrete mixer is transported within proximity of the slab formwork by a dumper and wheelbarrows are used to bring and pour concrete on the slab formwork. Water is poured to allow the concrete mix more time take advantage of its liquid form (23). A poker vibrator is poked into the concrete get it to completely settle and to eliminate aire spaces within the slab that would later become points of weakness in case the slab bay was put under compressional/ tensional forces among others. 24 25 On site B, instead on marine boards, 100mm by 10mm strips of timbers (24) are nailed together and covered with a green dump proof membrance(25) to stop the boards from sticking to the concrete and to smooth out the finish. In order to give the slab a decorative finish, some places use embossed surfaces to the formwork. A slab at the British high commission in Kampala is said to have lain banana leaves to create the leafy pattern. Detailing Of Materials During Construction ENDS 3362 - Field Experience Two 12 3. DETAILING IN CONSTRUCTION SLAB DETAILS ON 26 27 Electric Works These include data cables lighting power supply copper tapes and CCTV cables. Couplers (26) are nailed on the marine board and PVC conduits are connected to it and distributed to supply to the other distrubtion points on the floor. Maxpans can me eliminated or cut in half to accommodate them. Plumbing. Using a mallet, and chisel, a hole is drilled into the slab and a plumbing connecting pipe is glued into the hole using a pvc cement adhesive. The rest of the plumbing is connected up to the rest of the facilities according to the plumbing drawing.(27) 29 28 Holes in Slabs After the steel bars were placed, (28) timber formwork the size of the proposed duct (cable or pipe duct) or service hole. After the concrete is poured and it has cured (29), A steel cutter is used to cut away the steel bars that appear in the hole.and the neccesary services are fitted into the hole. Detailing Of Materials During Construction ENDS 3362 - Field Experience Two 13 3. DETAILING IN CONSTRUCTION COLUMN DETAILS A column is a structural shaft of concrete, masonary, metal or timber which transfers applied vertical loads through its length to its base. Secondary functions include; -Space demacation (e.g. parking spaces and rooms.) -Protection of rainwater pipes, etc.) Depending on the shape of the column, reinforcement bars are organised and cured within the base from which the column will be built. This is done for foundations. Bars slightly longer than the length of the column are attached to the protruding bars (31) and rectalinear or sometimes circular stirrups are attached to the reinforcement bars to keep them in place. 30 31 32 33 Columns on upper floors make use of the protruding bars from lower columns as support anchors(30). For columns proposed to carry pvc plumbing pipes (32), these are installed in place and then the formwork is assembled around the bars. Styrofoam(33) is placed within the concrete column along the expansion joint line as a filler. Detailing Of Materials During Construction ENDS 3362 - Field Experience Two 14 3. DETAILING IN CONSTRUCTION COLUMNS DETAILS Columns on the site where either circular or rectalinear. The false work varies in each case. CIRCULAR COLUMNS 34 35 36 Site A used timber formwork held together by metallic scaffolding and timber and metallic strings (34 & 35). The reinforcement bars are placed in a circle and the strips go round them. For smaller columns,on both Site A and B, PVC plumbing pipes (36) were used as formwork and tighted together by string It is held in place with scaffolding. Site C had no circular columns RECTALINEAR COLUMNS 38 39 37 Site A and C use a bar bender and bar cutter to shape the stirrups (37) and they are fastened onto the longitudunal reinforcement bars using 2mm steel wires at about 300mm apart (38). Then rectalinear formwork is put around them and held in place with scaffolding (39). Site B had already made its rectalinear columns before I visited but the process should be similar. Detailing Of Materials During Construction ENDS 3362 - Field Experience Two 15 3. DETAILING IN CONSTRUCTION WALL DETAILS A wall is a vertical construction delineating and enclosing space inside a building, forming the external envelope, freestanding; etc. It can be either load bearing or non-load bearing. Wall can be made of masonary, timber, steel or concrete. They can be full floor length or parapet walls MASONARY WALLS A line may be drawn using a string and white dust to guide the construction worker where the masonary will be aligned. 40 41 Mortar is poured into the 20mm gap of laid bricks and a wooden floater held at the further side of the bricks while a shovel is shoved into the gap to compact mortar in it (40). At about a metre, steel bars are inserted into a wall (41). In the case of walling abutting concrete walls or a column, at site A, a hole is drilled into this surface and the steel bars are places in the holes and fasted in using an adhesive glue. 43 42 Where a wall is to be built from another wall, gaps are left in the brick work every other brick level for the connection to me homogenous (42). After the wall is complete mortar is shoved onto the wall to cover the brick wall (43). In case the brickwork is to be exposed, a stiff brush is gently passed over to clean away loose mortar. Detailing Of Materials During Construction ENDS 3362 - Field Experience Two 16 3. DETAILING IN CONSTRUCTION WALL DETAILS After the outlines of the electric conduit path is drawn on the wall, a mallet and a chisel, are used to chip at the concrete brick masonary (44). A plastic fixture box is cemented in place and the pvc conduits connected to it.and mortar is put over. 45 44 To join masonary to a concrete column, A 5mm hole wire mesh is nailed to both the column and masonary wall (45). Mortar is then shovered onto the wall and column to hide the connection. 46 47 The accent parapet wall the curves at the front of the front of the wall has its formwork designed with the extra corners and angles. The reinforcement bars have a lateral cross-section that minics the shape of the wall (46). A manually curved marine board is held in a curve by nailing triangular wooden scaffolding along the surface(47). Concrete mortar is then poured into the formwork, vibrated for compaction and allowed to cure. Detailing Of Materials During Construction ENDS 3362 - Field Experience Two 17 4. APPENDIX TOOLS MACHINES AND MATERIALS Jack hammer tractor: Used to crash rocky soils at site C Excavation tactor: Used to dig and scoop away soil at big excavators like the 7+ m excavation at site A Concrete/cement Mixer : It is used to make a homogeneous mix of concrete using the various constituents (cement, aggregate and water. Site A&C, B used moving mixer Standard Type Dumper: It is used for transporting mixed concrete from mixers to application point. It has a gravity tipping skip.Site A&C Hand mobile cutter: It is used cuting wood and steel bars in situ. This is electric and lighter than the bar cutter.Site A&C Jack Hammer: a large hand-operated percussive implement powered by compressed air, used for breaking, demolishing and the digging of stone. Site A Detailing Of Materials During Construction ENDS 3362 - Field Experience Two 18 4. APPENDIX TOOLS MACHINES AND MATERIALS Power Float :It is used in combination to produce a smooth, dense and level surface finish to in-situ concrete beds. Site A Nuts and Bolts: These are used in retaining wall works to keep the timber formwork pieces at a desired distance apart during and after the concrete mix in poured. Site A Cutter:A hard metal blade or bit for a router or milling machine for cutting profiles in wood, metal and plastics.Site A&C Surface Planer/Surfacer: a machine with a wide rotating cutter mounted into a bench for planing a flat even surface on a wooden board; see thicknessing machine. Site A&C Bar Cropper/Cutter: A machine or tool used for cutting reinforcing bars to their desired lengths. Site A,B,C Bar Bender: A device used for bending reinforcement bars into the desired shapes for reinforced concrete. Site A,B,C Detailing Of Materials During Construction ENDS 3362 - Field Experience Two 19 4. APPENDIX TOOLS MACHINES AND MATERIALS Swivel Coupler and tubes: These are the constituent members of metal scafolding. A double coupler is used to angle tubes are angles other than 90°.(Inset) Site A&C Metal Scaffolding: This scaffolding network is organised into a 1m apart network of tubes and is used to hold up slab formwork in this case. Site A&C PVC cement, Adhesive used at site A to fasten steel bar into concrete column are wall to column joint, among other things. Acrylic Bonding Agent: Adhesive used at site A to glue damp proof membrane to retaining wall. Cement. Site A and C strictly used Star Cement imported from Dubai because they didnt trust locally made cement. Chisel:a hand tool whose metal blade is sharpened at one end, used for cutting and shaping timber and stone Mallet: a hammer used for striking wooden or soft objects such as chisels, pegs etc. Detailing Of Materials During Construction ENDS 3362 - Field Experience Two 20 4. APPENDIX Bibliography Chudley, R, Greeno, R,.(2006), Building Construction Handbook, Great Britain by MPG Books Ltd, Cornwall Chudley, R., Greeno, R., (2013). Building Construction Handbook. UK: Routledge. Duggal, S.K., (2009). Building Materials. Italy: New Age International. Farrelly, L ,. (2007), Construction: Fundamentals of Architecture. Singapore, AVA Book Productions Pte. Ltd Frascari, M., (1996). The Tell-the-Tale Detail. In Theorizing a New Agenda for Architecture, an Anthology of Architectural Theory 1965-1995, edited by Kate Nesbitt, 498-513. New York: Princeton Architectural Press. Marshall, D., Worthing, D., Dann, N. & Heath, R., (2013). The Construction of Houses. UK: Taylor & Francis. Neufert, E, Neufert, P, (1936) Architects’ Data, edited by Bousmaha Baiche and Nicholas Walliman. Blackwell Science. Detailing Of Materials During Construction ENDS 3362 - Field Experience Two 21