Two booklets produced by the Standards Association of Australia - established under the aegis of the Commonwealth and State Governments for the promotion of standardisation and simplified practice. .1 is on Welding Code. It was first issued on 1933 and revised in 1939. Cost One Shilling and Sixpence. .2 is the code for Structural Steel. It was first issued in 1928, amended in 1931 and revised in 1940. Cost Two Shillings and Sixpence. Both published by The Association, Science House, Gloucester and Essex Streets, Sydney..1 Folded green cover, 28 pages, stapled .2 Folded light brown cover, 30 pages, stapled.1 T R Gordon in blue pencil on cover .2 E J Barker in blue pen on cover.standards association of australia, commonwealth government, state governments, welding code, structural steel code, 1933, 1939, 1928, 1940, science house sydney

SoftcoverTwo loose sheet corrections for publicationstructural design, steel structure standard, walsh st library

Red covered auction catalogue with black printing for a sale on the 15th and 16th February, 1983 under instructions from L. G. & D. M. McKenzie, rainbow, Vic. For sale was the complete Engineering and Structural Steel Machinery, Plant, Equipment, Motor Vehicles, Commercial Refrigeration, Ice Maker, Cool Rooms, 10 New Air Conditioners, 5 new Gas Furnaces, Hardware, General Equipment Steel and Scrap. J. H. Curnow & Son Pty. Ltd. Were the auctioneers.business, auctioneers, j h curnow & son pty ltd, ian dyett collection - auction catalogue - l g & d m mckenzie, j h curnow & son pty ltd, bolton bros pty ltd

The City of Ballarat unanimously resolved to erect a Civic Hall in Mair Street in 1951. The architects, Gordon Murphy, of Melbourne, and H.L. and L.J. Coburn, of Ballarat, were commissioned in 1952. The Council constructed the foundations and footings for the building under the supervision of the former City engineer, Mr L.H. Finch, in 1953. These footings are of massed concrete. The design for the building took advantage of the cross fall of the land, providing for the Small Hall to be entered from the Doveton Street frontage through a foyer under the Main Stage, the structure is steel with brick panels, with accommodation for 1,592 persons in the Main Hall and 440 persons in the Lower Hall. The front facade faces Mair Street, set back from the building line to provide for the entrance drive-ways and kerbed gardens. Tenders were invited on a firm price basis. A young Ballarat master Builter, Walter Benbow Trahar was the successful tenderer, the contract price being 139,841 pounds. the work was commenced in 1953 and has proceeded in spite of material and labour difficulties until its completion. The following statistics are of interest:- * The foundations contained 200 cubic yards of concrete. * The constructional steel work weighs approximately 270 tons. * The reinforcing steel 47 tons. * Reinforced concrete in the structure, 1,100 cubic yards. * The approximate number of bricks in the building, 580,000. * The flooring is of selected kiln-dried hard wood and totals 40,000 lineal feet. * The dimensions of the Main Auditorium, 100ft by 86 ft, including the side promenades each 82ft by 13ft. *The Main stage, of reinforced concret with parquette finish measures 62 ft by 40ft. *The floor area of the Lower Hall is 74 ft by 38 ft, and has a stage dimensions of 40ft by 20 ft. * Each hall has independent heating and ventillating systems. Where possible the material in the building was furnished from local business houses. The public address installation, which provided for additional microphones, is on the main Stage. There is inter-communication throughout the building connecting the front office, with the bioscope box, the stages in both the large and lower halls, and the Hallkeeper's residence. Local craftsmen have completed the painting, plaster work, and the electrical installation; local produced materials being used in the construction of the buildings with the exception of the timber for the Main Floor, the roofing and the structural steel. The City of Ballarat Councillors in 1956 were Councillors N. T. Callow, F.J. Cutts, K.C. Webb, W.E. Roff, O.W. Curnow, F.T. Woodward, Allan C. Pittard, A.W. Nicholson, J.A. Chisholm, G.L. Scott, F.W. Oliver, A.D. Mason. The Town clerk was H.R. Maddern and the City Engineer was G. Murrowood. A City of Ballarat Council meeting of 25 September 2013 voted to demolish the Ballarat Civic Hall. The Council heard from nearly 50 members of the public during a marathon six-hour meeting. Councilors John Birt, Des Hudson, Amy Johnson, Josh Morris, Peter Innes, John Philips supported the motion to demolish Civic Hall. Councillors Samantha McIntosh, Vicki Coltman and Belinda Coates voted against the motion.Six page souvenir Program of citizens' entertainment on the occasion of the Opening of Ballarat Civic Hall on in August 1956. The front cover features the City of Ballarat Coat of Arms. The programme starts with a message from the Mayor, Cr Neil T. Carrow. It includes the Concert Programme directed by James H. Davey, an asrtist's impression of the Civic Hall from Mair Street, and information relative to the New Civic Hall. The programme features images of the City of Ballarat Coat of Arms, Cr N.T. Callow, , James H, Davey, and an artist's impression of the Ballarat Civic Hall. Mayor Neil Callow's Message: "To-day, our citizens witness the fulfilment of the most extensive Municipal undertaking in the City's period of recent prosperity and development. Their Hall now fills a requirement of which they have been deprived since the Coliseum building was destroyed by fire over 20 years ago. The building has been designed as an all purpose structure and I am hopeful the citizens will use it and enjoy it to its fullest extent. Your Council and its Architects have planned as broadly as possible for the benefit of all to-day and for years to come. We are proud of the work executed by a Ballaarat Master Builder whose work is a monument to the City's craftsmen. I feel I should also remind this assembly that the women of Ballaarat, back in 1951, provided funds which have been applied in the purchase of a Grand Piano and two Upright Pianos which are now installed in this building. The sincere hope of myself and your Councillors is that this Hall and its amenities will prove of immense value to the development of the cultural and artistic tastes of this community and that it will be freely used for these and many other purposes. From now on this magnificent building and its furnishings and equipment will be available to all. I strongly exhort you to use and protect it. My hope is that the citizens will, for many years to come, enjoy the amenities which it has to offer. ballarat civic hall, civic hall, architecture, finch, art deco, city of ballarat, coat of arms, city of ballarat coat of arms, callow, shugg, lemke, oates, gullan, tuuri, john, robertson, sorrell, antonio, gordon murphy, walter benbow trahar, trahar, coburn, h.l. coburn, l.j. coburn, n.t. callow

Binishells are reinforced concrete thin-shell structures that are lifted and shaped by air pressure. They were invented in the 1960s by Dante Bini, who built 1,600 of them in 23 countries.Colour photograph of a distinctive architectural feature known as a Binishell on the Gippsland campus. The large reinforced concrete dome is shaped and lifted by air pressure. Its inventor, architect Dr. Dante Bini, directed the construction of the Binishell in December 1979. The eleven metre high binishell, used 300 tons of concrete and reinforcing steel, was inflated by a large membrane in around one hour, using Dr. Dante Bini's ferrocement method. The Binishell was used as a place for exams and graduations. Reactive clay in the soil caused the footings of the binishell to twist, subsequently causing the shell to crack. The resulting damage diminished structural integrity, resulting in the Binishell not being used in 2004 and early 2005 while a new structure support was installed. Normal use of the building was resumed in Semester 1 2005. Eventually the external thermal membrane started to fail, and on 14 February 2009, the Binishell was demolished, with new auditorium built at the campus for classes, graduation ceremonies, exams and conferences.gippsland campus collection, binishell

The core samples in the display cabinet were obtained from the various sites at which drilling into the rock surface was carried out (under the control of design and structural engineers of the SEC Kiewa Hydro Scheme - late 1940's). This function was a precursor to the decision where to locate, in this case, the McKay Creek Power Station. The information gained by structural engineers from the core samples would be used also for the placements of underground tunnels entry and exit points and the overall effective size of the generator plant. This would have included drill and blast techniques (rock characteristics play an import part of explosion control), requirements for support structures and reinforcing cement/steel forms. The use and replenishment of diamond drill bits(the strongest available, see KVHS 0280) was dependent on the "type" of rock found (harder rock required greater numbers of drill bits). Support beams for reinforced ceilings and floors was also a necessity.These rock core samples are very significant in the formulation and placement of the underground Power Stations and their maze of tunnels (in and out) for a successful implementation of the Hydro Scheme. The amount of pre-planning and engineering studies required for such a large scheme must be undertaken to ensure that a "white elephant" was not the result.There are nine columns of rock cores, each 30mm in diameter, set in a wooden display rack. A clear plastic (slide out) protective panel is installed to the front section. Within each column are block details of the depth from which that section was brought from. See KVHS for the appropriate sketch details.Depth levels (retrieved from) are shown for each section on wooden Blocks: 1st Block: "7'10" (seven feet, ten inches), 2nd Block:"9'4" (nine feet, four inches), 3rd Block: "19'3" (nineteen feet, three inches), 4th Block: "24'2" (twenty four feet, two inches), 5th Block: "25'7"( twenty five feet, seven inches) and last block: "30' (thirty feet)"alternate energy supplies, alpine feasibility studies temperature, rainfall, sec, kiewa hydro scheme, electricity

This framed sketch details, in graphic form, where the core samples in the display cabinet were removed. The drilling was a precursor to the decision where to locate, in this case, the McKay Creek Power Station. The information gained by structural engineers from the core samples would be used also for the placements of underground tunnels entry and exit points and the overall effective size of the plant. This would have included drill and blast techniques(rock characteristics play an import part of explosion control), requirements for support structures and reinforcing cement/steel forms. The use and replenishment of diamond drill bits(the strongest available, see KVHS 0280) was dependent on the "type" of rock found. Support beams for reinforced ceilings and floors was also a necessity.The visual derails of where the rock core samples were removed is very significant in the formulation and placement of the underground Power Stations and their maze of tunnels(in and out) for a successful implementation of the Hydro Scheme. The amount of pre-planning and scientific studies required for such a large scheme must be undertaken to ensure that a "white elephant" was not the result.This framed and glass front rock core display sketch has type written information of the rock samples displayed in KVHS 0279 (A). It has a softwood stained and glossed frame with a fixed(nailed) back board and a brass fixture for mounting onto a wall.The paper and type are slighted faded (sunlight affected). The sign heading "ROCK CORE SAMPLES RECOVERED FROM DIAMOND DRILLED BORE" underneath this "BORE NO: 883" and below this "LOCATION: McKAY CREEK POWER STATION AREA" to the left a sketch incorporating the ground level point "GROUND LEVEL R.L.3493", and the core depth point "CORE DEPTH 40' 7". In between and representing( in visual form) the core location areain question.alternate energy supplies, alpine feasibility studies temperature, rainfall, sec, kiewa hydro scheme, electricity

Caulking is the traditional technique used on wooden vessels built with butted or clinker-built planks to fill the gaps between these planks while still allowing the wood to flex and move. This involved driving the irons, hammered in with the mallet, deep into the seams to open them up. After this, spun yarn, oakum (hemp) or cotton was driven deep into the gaps. The hemp or cotton was soaked in creosote or pine tar to make the joins watertight. Caulking also played a structural role in tightening up the hull or deck by reducing the longitudinal movement of the neighbouring planks. The subject item was made by Ward & Payne of the Limbrick Works at Hillsborough, Sheffield England manufacturers of hand-forged tools. Their trademark registered in 1850 was a Letter "W" & "P" stamped into the steel. The firm was established by David Ward (1767-1822) in 1803 the company became David Ward & Sons, in 1837 after Ward's son Edward joined the firm. In 1845 Henry Payne the founder's son-in-law became a partner but died in 1850 after which the company reverted to the Ward family. The business then concentrated on making carving tools, chisels and gouges. In 1882 David Ward's grandson David Ward Jr. (1835-1889) purchased land and built a factory at Sheffield North known as the "Limerick Wheel". For a time Wards operated from both 106-114 West Street Sheffield and at Limbrick Road, Hillsborough on the river Loxley. By 1911 they had expanded into making spades, forks, sheep shears and many other types of edged tools including drills and wood planes. In 1967 Wilkinson Sword purchased all the company's share capital and continued to sell Ward & Payne tools until 1970 when a fire burned the factory down and housing development was built on the site. The subject item is significant as it gives a snapshot of the technological development of sailing ships and their operation before steam-powered vessels took over around the world. Tools such as the subject item demonstrate the traditional craftsmanship and skill of the shipwright and the aesthetic quality of the timber ships designs of the time. Caulking tool with square end"WARD Sheffield"flagstaff hill, warrnambool, flagstaff hill maritime museum, shipwreck coast, flagstaff hill maritime village, james s steele, caulking iron, caulking tool, shipwright tools, ward & payne sheffield, forged tools

This item was last used at the Ballarat School Of Mines, Flintoff Building Studies Centre, Youille Street, Ballarat. Instructors at the above centre used them. Two pages photocopied from a text book dealing with timber trusses (100-101) are filed for reference.A steel disc equipped with four cutting blades bolted to disc periphery. Disc mounted on a plain shaft, top end can be inserted into a chuck, bottom end enters a pilot hole. Purpose - to produce a circular deep groove in structural timber. Stored in a green wooden box.Stamped on disc top and bottom faces "TECO 418" On front of box, ' "TECO " GROOVING TOOL' On lid of box, "TIMBER ENGINEERING Co - SYDNEY - N S W " Brass hook for closing lid.ballarat school of mines, flintoff building studies, cutting blades, disc, chuck, plain shaft, circular deep grooves

This Japanese journal features a photographic article on Boyd's Walsh Street home. It was written by a Japanese architecture student who visited Walsh Street with a group of 6 such students in 1961. A translation of the text follows. ________________________________________________________ "An Architect’s House in Melbourne, Australia Author: Tamon Okubo This house was built by architect Robin Boyd as an experimental work. Although in a residential area of Melbourne, the site is a 40 x 126 ft rectangle in a corner of a former park with high rise buildings on either side. Due to its location, the design focuses on protecting the privacy of the house from the outside and on the composition of the interior space, creating a somehow introverted plan. However, the interior is not completely closed from the outside; it is cleverly designed to provide both views of the rooves of nearby houses as well as the mountains in the distance. Firstly, the couple’s room and the children’s rooms are in separate buildings. These two independent structures are connected by a courtyard. The ceiling of the courtyard is partly open, so one can look out from the second-floor terrace of the couple’s room. The walls on both sides of the courtyard are of opaque glass to ensure privacy from outside. In both buildings brick walls with three-inch steel pipe inserted into the brick cavities form the structure and separate each room. The roof is connected to pairs of 3/4-inch thick cables, spaced four feet apart, attached to the brick walls of both buildings and supported by wooden posts that separate the glass panels in the rooms. The cables are not tightly strung together but are loosely suspended from the front structure, where the entrance is, to the rear one. The upper cable in the courtyard is covered with vine. The materials used are insulation board for the roof, raw timber for the structural materials, native jarrah for the timber sections of the interior walls and white eucalyptus for the joints. Robin Boyd – A Brief Personal History 1919 Born in Melbourne, Australia 1947 As an architect, was the first director of the Small Homes Service, a public housing research institute established to provide homes for needy Australians. 1960 Wins the American Institute Architects Prize (the Japanese architect, Kenzo Tange, was awarded the same prize in 1959). In the same year he was elected an honorary member of the Institute. Mr Robin Boyd is currently writing a book on the history of Australian architecture, The Walls Around Us, as well as a book on Kenzo Tange. He is a frequent visitor to Japan to exchange ideas with Japanese architects and is quite a Japanophile. " This is a photocopy of the article from Japan Interior Design No 17. Pages 4-5 are glued together, and pages 6-7 are glued together, p8 p9, p10 are separate. There is writing on it (not Robin Boyd's hand). Geoffrey Serle, Robin Boyd's biographer, may have given it to Patricia Boyd.walsh st library

SoftcoverAddress of Tony (Rallen?) 45 Bell St. 413901australian standard, steel structure standard, walsh st library

SoftcoverFirst page "Peter L. Dale"australian standard, steel structure standard, walsh st library