Issue of the Concrete Beton for 2011, It Is a Good Time to Refl Ect on What Has Happened This Year in the Industry, and in Concrete Society Circles
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City of Johannesburg Ward Councillors: Region F
CITY OF JOHANNESBURG WARD COUNCILLORS: REGION F No. Councillors Party Region Ward Ward Suburbs: Ward Administrator: Name/Surname & Contact : : No: Details: 1. Cllr. Sarah Wissler DA F 23 Glenvista, Glenanda, Nombongo Sitela 011 681- [email protected] Mulbarton, Bassonia, Kibler 8094 011 682 2184 Park, Eikenhof, Rispark, [email protected] 083 256 3453 Mayfield Park, Aspen Hills, Patlyn, Rietvlei 2. VACANT DA F 54 Mondeor, Suideroord, Alan Lijeng Mbuli Manor, Meredale, Winchester 011 681-8092 Hills, Crown Gardens, [email protected] Ridgeway, Ormonde, Evans Park, Booysens Reserve, Winchester Hills Ext 1 3. Cllr Rashieda Landis DA F 55 Turffontein, Bellavista, Lijeng Mbuli [email protected] Haddon, Lindberg Park, 011 681-8092 083 752 6468 Kenilworth, Towerby, Gillview, [email protected] Forest Hill, Chrisville, Robertsham, Xavier and Golf 4. Cllr. Michael Crichton DA F 56 Rosettenville, Townsview, The Lijeng Mbuli [email protected] Hill, The Hill Extension, 011 681-8092 083 383 6366 Oakdene, Eastcliffe, [email protected] Linmeyer, La Rochelle (from 6th Street South) 5. Cllr. Faeeza Chame DA F 57 Moffat View, South Hills, La Nombongo Sitela [email protected] Rochelle, Regents Park& Ext 011 681-8094 081 329 7424 13, Roseacre1,2,3,4, Unigray, [email protected] Elladoon, Elandspark, Elansrol, Tulisa Park, Linmeyer, Risana, City Deep, Prolecon, Heriotdale, Rosherville 6. Cllr. A Christians DA F 58 Vredepark, Fordsburg, Sharon Louw [email protected] Laanglagte, Amalgam, 011 376-8618 011 407 7253 Mayfair, Paginer [email protected] 081 402 5977 7. Cllr. Francinah Mashao ANC F 59 Joubert Park Diane Geluk [email protected] 011 376-8615 011 376-8611 [email protected] 082 308 5830 8. -
7.5. Identified Sites of Significance Residential Buildings Within Rosettenville (Semi-Detached, Freestanding)
7.5. Identified sites of significance_Residential buildings within Rosettenville (Semi-detached, freestanding) Introduction Residential buildings are buildings that are generally used for residential purposes or have been zoned for residential usage. It must be noted the majority of residences are over 60 years, it was therefore imperative for detailed visual study to be done where the most significant buildings were mapped out. Their significance could be as a result of them being associated to prominent figures, association with special events, design patterns of a certain period in history, rarity or part of an important architectural school. Most of the sites identified in this category are of importance in their local contexts and are representative of the historical and cultural patterns that could be discerned from the built environment. All the identified sites were given a 3A category explained below. Grading 3A_Sites that have a highly significant association with a historic person, social grouping, historic events, public memories, historical activities, and historical landmarks (should by all means be conserved) 3B_ Buildings of marginally lesser significance (possibility of senstive alteration and addition to the interior) 3C_Buildings and or sites whose significance is in large part significance that contributes to the character of significance of the environs (possibility for alteration and addition to the exterior) Summary Table of identified sites in the residential category: Site/ Description Provisional Heritage Implications -
The Versatility of Concrete
The Versatility of Concrete Taking the versatility of concrete to mean its ‘adaptability to a wide variety of purposes’, this paper looks at what it is about concrete that lends itself to varied uses and how those many uses reflect concrete’s character By Edwin A.R. Trout, manager of Information Services, The Concrete Society hat there are many and varied uses for concrete and steel in the British Empire, it is progress of concrete in the UK: It is 30 years concrete is indicated by the ‘Little book of hoped that its pages will not only be of interest since reinforced concrete was first used in this Tconcrete’ 1, a marketing document issued country, and during that comparatively brief and of use to those already directly and by British Precast around four years ago, indirectly concerned with the subject under space of time it has steadily advanced to a which sets out 100 advantages gained by using review, but that by their advocacy of what is leading position among the materials of concrete. In the introduction its compiler writes practical and economical in civil and construction. …For nearly every class of of concrete: It is the most commonly used architectural engineering, they will also compel engineering structure, it has become the building material in the world; yet we take what the attention of those who may still be holding standard form of construction and the revision it does for granted – too often this means that aloof from the application of the modern of the Building Acts and bye-laws which is now much of what concrete can offer is overlooked . -
Guidelines for the Safe Operation of Concrete Pumps
AMERICAN CONCRETE PUMPING ASSOCIATION CERTIFIED OPERATOR STUDY GUIDE Guidelines for the safe operation of concrete pumps Version 03.11.03 National Office Headquarters 606 Enterprise Drive Lewis Center, OH 43035 Phone: 614-431-5618 Fax: 614-431-6944 www.concretepumpers.com 8:30am to 5:30pm Eastern Time Monday through Friday American Concrete Pumping Association Certification Program for Concrete Pump Operators OBJECTIVES To raise the professional standards of the concrete pumping industry in general, and of concrete pump operators, in particular To improve the safety awareness and practice of concrete pump operators To encourage continuing education of concrete pump operators To assist in an operator’s development and self-improvement To award recognition to concrete pump operators who meet the qualifications of certification 1 INDEX Page 4 WHAT IS CERTIFICATION? 4 QUALIFICATIONS 5 TESTING PROCESS 6 VALIDATION 6 SECURITY/COST 7 GENERAL SAFETY - What is a concrete pump operator expected to know? 10 TECHNICAL 13 GROUT & PEA ROCK PUMPS 16 LINE PUMPS - General & High Pressure - ACPA recommendations - High-rise pumping - Compressed air cleanout 21 MULTIPLE SECTION BOOM PUMPS - Safety regulations – mobile concrete pumps equipped with placing boom - Three-Section Boom - Four-Section Boom - 50-Meter and Larger 32 SEPARATE PLACING BOOMS - All placing booms - Diesel-driven placing booms - Electrically driven placing booms - Completion of the pour 36 SAFETY HAND SIGNALS 2 WHAT IS CERTIFICATION? Most importantly, what does certification mean? ACPA Certification is the only industry-recognized certification program which provides a written assessment of an operator’s knowledge regarding concrete pump safety. The purpose of certification is to increase the safety awareness of concrete pump operators and to assist in an operator’s development and self-improvement. -
Assessment of Concrete Structures After Fire
Assessment of concrete structures after fire Joakim Albrektsson, Mathias Flansbjer, Jan Erik Lindqvist and Robert Jansson SP Technical Research Institute of Sweden Brandforsk project number: 301-091 Fire Technology SP Report 2011:19 Assessment of concrete structures after fire Joakim Albrektsson, Mathias Flansbjer, Jan Erik Lindqvist and Robert Jansson 3 Abstract After a fire incident the first question from a structural point of view is whether the construction can be refurbished or, in extreme cases, needs to be replaced. The choice of action must be based on an assessment of the status of the structure. This assessment is in turn based on a mapping of damage to the construction. The mapping of damage needs to be accurate to optimise both the safety level and the best solution from an economic point of view. The work presented in this report is divided into a literature study of commonly used traditional methods to conduct such a “mapping of damage” and an experimental part where several traditional methods are compared to a new methodology which has been developed for such applications in this project. The traditional assessment methods included in the experimental part of the report are: rebound hammer, ultrasonic pulse measurements and microscopy methods. These are compared to optical full-field strain measurements during a compressive load cycle on drilled cores, i.e. the new method proposed to determine the degree of damage in a fire exposed cross-section. Based on the results from the present study an approach with two levels of complexity is recommended. The initial level is to perform an inspection and determine the development, size and spread pattern of the fire (if possible). -
Guide to Concrete Repair Second Edition
ON r in the West August 2015 Guide to Concrete Repair Second Edition Prepared by: Kurt F. von Fay, Civil Engineer Concrete, Geotechnical, and Structural Laboratory U.S. Department of the Interior Bureau of Reclamation Technical Service Center August 2015 Mission Statements The U.S. Department of the Interior protects America’s natural resources and heritage, honors our cultures and tribal communities, and supplies the energy to power our future. The mission of the Bureau of Reclamation is to manage, develop, and protect water and related resources in an environmentally and economically sound manner in the interest of the American public. Acknowledgments Acknowledgment is due the original author of this guide, W. Glenn Smoak, for all his efforts to prepare the first edition. For this edition, many people were involved in conducting research and field work, which provided valuable information for this update, and their contributions and hard work are greatly appreciated. They include Kurt D. Mitchell, Richard Pepin, Gregg Day, Jim Bowen, Dr. Alexander Vaysburd, Dr. Benoit Bissonnette, Maxim Morency, Brandon Poos, Westin Joy, David (Warren) Starbuck, Dr. Matthew Klein, and John (Bret) Robertson. Dr. William F. Kepler obtained much of the funding to prepare this updated guide. Nancy Arthur worked extensively on reviewing and editing the guide specifications sections and was a great help making sure they said what I meant to say. Teri Manross deserves recognition for the numerous hours she put into reviewing, editing and formatting this Guide. The assistance of these and numerous others is gratefully acknowledged. Contents PART I: RECLAMATION'S METHODOLOGY FOR CONCRETE MAINTENANCE AND REPAIR Page A. -
CSS07-03 Cover.Eps
Report No. CSS07-03 April 30, 2007 Discovering Institutional Drivers and Barriers to Sustainable Concrete Construction Peter Arbuckle Discovering Institutional Drivers and Barriers to Sustainable Concrete Construction By: Peter Arbuckle A project submitted in partial fulfillment of requirements for the degree of Master of Science (Natural Resources and Environment) University of Michigan Ann Arbor April 30, 2007 Faculty Advisors: Dr. Greg Keoleian, Associate Professor Dr. Michael Lepech, Post-doctoral Fellow Dr. Thomas Princen, Associate Professor A report of the Center for Sustainable Systems Report No. CSS07-03 Document Description DISCOVERING INSTITUTIONAL BARRIERS AND OPPORTUNITIES FOR SUSTAINABLE CONCRETE CONSTRUCTION Peter Arbuckle Center for Sustainable Systems, Report No. CSS07-03 University of Michigan, Ann Arbor, Michigan April 30, 2007 106 pp., 11 tables, 35 figures, 3 appendices This document is available online at: http://css.snre.umich.edu Center for Sustainable Systems School of Natural Resources and Environment University of Michigan 440 Church Street, Dana Building Ann Arbor, MI 48109-1041 Phone: 734-764-1412 Fax: 734-647-5841 Email: [email protected] Web: http://css.snre.umich.edu © Copyright 2007 by the Regents of the University of Michigan Abstract Using industry standards to commodify cement beginning in 1904, the cement and concrete industry surrendered control of their product to the market and the concrete industry as a whole developed a technocratic and conservative culture. Both industry standards and the culture which they have created have had lasting impacts on the industry with respect to innovation and potentially more sustainable concrete construction. Industry standards and project specifications have institutionalized concrete optimized for high early strength and rapid construction rather than durability. -
Services Integration with Concrete Buildings
Services Integration with Concrete Buildings Guidance for a defect-free interface By Roderic Bunn, Deryk Simpson and Stephen White Interface Engineering Publications is a Co-Construct initiative supported by What is Co-Construct? Co-Construct is a network of five leading construction research and information organisations - Concrete Society, BSRIA, CIRIA, TRADA and SCI - who are working together to produce a single point of communication for construction professionals. BSRIA covers all aspects of mechanical and electrical services in buildings, including heating, air conditioning, and ventilation. Its services to industry include information, collaborative research, consultancy, testing and certification. It also has a worldwide market research and intelligence group, and offers hire calibration and sale of instruments to the industry. The Construction Industry Research and Information Association (CIRIA ) works with the construction industry to develop and implement best practice, leading to better performance. CIRIA's independence and wide membership base makes it uniquely placed to bring together all parties with an interest in improving performance. The Concrete Society is renowned for providing impartial information and technical reports on concrete specification and best practice. The Society operates an independent advisory service and offers networking through its regions and clubs. The Steel Construction Institute (SCI) is an independent, international, member- based organisation with a mission to develop and promote the effective use of steel in construction. SCI promotes best practice through a wide range of training courses, publications, and a members advisory service. It also provides internet- based information resources. TRADA provides timber information, research and consultancy for the construction industry. The fully confidential range of expert services extends from strategic planning and market analysis through to product development, technical advice, training and publications. -
Performance of Posttensioned Seismic Retrofit of Two Stone Masonry Buildings During the Canterbury Earthquakes
Australian Earthquake Engineering Society 2013 Conference, Nov 15-17 2013, Hobart, Tasmania Performance of posttensioned seismic retrofit of two stone masonry buildings during the Canterbury earthquakes Dmytro Dizhur1, Sara Bailey2, John Trowsdale3, Michael Griffith4 and Jason M. Ingham5 1. Research Fellow, Department of Civil and Environmental Engineering, University of Auckland, Private Bag 92019, Auckland, New Zealand, [email protected] 2. Student Researcher, Department of Civil and Environmental Engineering, University of Auckland, Private Bag 92019, Auckland, New Zealand, [email protected] 3. Arts Centre Project Director, Holmes Consulting Group, P O Box 6718, Christchurch 8442, New Zealand, [email protected] 4. Professor, School of Civil, Environmental and Mining Engineering, University of Adelaide, Adelaide, Australia, [email protected] 5. Professor, Department of Civil and Environmental Engineering, University of Auckland, Private Bag 92019, Auckland, New Zealand, [email protected] Abstract Seismic retrofitting of unreinforced masonry buildings using posttensioning has been the topic of many recent experimental research projects. However, the performance of such retrofit designs in actual design level earthquakes has previously been poorly documented. In 1984 two stone masonry buildings within The Arts Centre of Christchurch received posttensioned seismic retrofits, which were subsequently subjected to design level seismic loads during the 2010/2011 Canterbury earthquake sequence. These 26 year old retrofits were part of a global scheme to strengthen and secure the historic building complex and were subject to considerable budgetary constraints. Given the limited resources available at the time of construction and the current degraded state of the steel posttension tendons, the posttensioned retrofits performed well in preventing major damage to the overall structure of the two buildings in the Canterbury earthquakes. -
Department of Human Settlements Government Gazette No
Reproduced by Data Dynamics in terms of Government Printers' Copyright Authority No. 9595 dated 24 September 1993 671 NO. 671 NO. Priority Housing Development Areas Department of Human Settlements Housing Act (107/1997): Proposed Priority Housing Development Areas HousingDevelopment Priority Proposed (107/1997): Act Government Gazette No.. I, NC Mfeketo, Minister of Human Settlements herewith gives notice of the proposed Priority Housing Development Areas (PHDAs) in terms of Section 7 (3) of the Housing Development Agency Act, 2008 [No. 23 of 2008] read with section 3.2 (f-g) of the Housing Act (No 107 of 1997). 1. The PHDAs are intended to advance Human Settlements Spatial Transformation and Consolidation by ensuring that the delivery of housing is used to restructure and revitalise towns and cities, strengthen the livelihood prospects of households and overcome apartheid This gazette isalsoavailable freeonlineat spatial patterns by fostering integrated urban forms. 2. The PHDAs is underpinned by the principles of the National Development Plan (NDP) and allied objectives of the IUDF which includes: DEPARTMENT OFHUMANSETTLEMENTS DEPARTMENT 2.1. Spatial justice: reversing segregated development and creation of poverty pockets in the peripheral areas, to integrate previously excluded groups, resuscitate declining areas; 2.2. Spatial Efficiency: consolidating spaces and promoting densification, efficient commuting patterns; STAATSKOERANT, 2.3. Access to Connectivity, Economic and Social Infrastructure: Intended to ensure the attainment of basic services, job opportunities, transport networks, education, recreation, health and welfare etc. to facilitate and catalyse increased investment and productivity; 2.4. Access to Adequate Accommodation: Emphasis is on provision of affordable and fiscally sustainable shelter in areas of high needs; and Departement van DepartmentNedersettings, of/Menslike Human Settlements, 2.5. -
Inner City Eastern Gateway Urban Development Framework & Implementation Plan Report | 2016
INNER CITY EASTERN GATEWAY URBAN DEVELOPMENT FRAMEWORK & IMPLEMENTATION PLAN REPORT | 2016 Prepared for: Prepared by: CITY OF JOHANNESBURG & OSMOND LANGE ARCHITECTS JOHANNESBURG DEVELOPMENT & PLANNERS (Pty) Ltd AGENCY Unit 3, Ground Floor The Bus Factory 3 Melrose Boulevard No. 3 President Street Melrose Arch Newtown 2196 Johannesburg [t]: 011 994 4300 [t]: 011 688 7851 [f]: 011 684 1436 [f]: 011 688 7899 email: [email protected] In Collaboration with: URBAN- ECON , HATCH GOBA, U SPACE & TANYA ZACK DEVELOPMENT PLANNERS 4 TABLE OF CONTENTS 1.0 EXECUTIVE SUMMARY 8.0 URBAN DEVELOPMENT FRAMEWORK 8.1 VISION PLAN 2.0. INTRODUCTION 8.2 LAND USE 8.2.1. PROPOSED LAND USES 3.0. STATUS QUO 8.2.2. ZONING 3.1 REGIONAL CONTEXT 8.3 PUBLIC ENVIRONMENT 3.1.1 LOCALITY 8.3.1. PUBLIC REALM 3.1.2 GAUTENG CITY REGION CONTEXT 8.3.2 MOVEMENT NETWORK 3.1.3 METROPOLITAN CONTEXT 8.3.3. PARKS & GREEN SPACES 3.1.4 THE ROLE OF JOHANNESBURG INNER CITY 8.4 BUILT FORM 3.1.5 AEROTROPOLIS CONTEXT 8.4.1. HEIGHT AND GRAIN GUIDELINES 8.4.2. STREET EDGE GUIDELINES 8.5 HOUSING 3.2 STUDY AREA 8.5.1. ASSUMPTIONS: NUMBER OF HOUSEHOLDS THAT 3.2.1 NATURAL ENVIRONMENT REQUIRE HOUSING INTERVENTION I TOPOGRAPHY 8.5.2 ESTIMATES OF HOUSING NEED II OPEN SPACE SYSTEM 8.5.3 POSSIBLE INTERVENTIONS – HOUSING FORMS 3.2.2 BUILT ENVIRONMENT 8.5.4 APPLYING ICHIP IN EASTERN GATEWAY i LAND USE 8.5.5 LOGIC FOR HOUSING INTERVENTION II ZONING 8.5.6 ICHIP PRIORITY HOUSING PRECINCTS III BUILT FORM 8.5.7 HOUSING DELIVERY REQUIREMENTS iv HERITAGE 8.5.8 PROPOSED HOUSING INTERVENTIONS v TRANSPORT & TRAFFIC 8.5.9 PROPOSED HOUSING TYPOLOGIES 3.2.3 SOCIO- ECONOMIC ENVIRONMENT 8.6 SOCIAL FACILITIES i POPULATION 8.6.1. -
SECTION 346 Is Deleted and the Following Substituted
Dev346PC PORTLAND CEMENT CONCRETE – PERFORMANCE CONCRETE FOR INLAND AND SLIGHTLY TO MODERATELY AGGRESSIVE ENVIRONMENTS. (REV 9-23-14) SECTION 346 is deleted and the following substituted: PORTLAND CEMENT CONCRETE – PERFORMANCE CONCRETE FOR INLAND AND SLIGHTLY TO MODERATELY AGGRESSIVE ENVIRONMENTS 346-1 Description. Use concrete composed of a mixture of portland cement, aggregate, water, and, where specified, admixtures, pozzolan and ground granulated blast furnace slag. Deliver the portland cement concrete to the site of placement in a freshly mixed, unhardened state. Obtain concrete from a plant that is currently on the list of Producers with Accepted Quality Control Programs. Producers seeking inclusion on the list shall meet the requirements of 105-3. If the concrete production facility’s Quality Control Plan is suspended, the Contractor is solely responsible to obtain the services of another concrete production facility with an accepted Quality Control Plan or await the re-acceptance of the affected concrete production facility’s Quality Control Plan prior to the placement of any further concrete on the project. There will be no changes in the contract time or completion dates. Bear all delay costs and other costs associated with the concrete production facility’sWithout Quality Control Plan acceptance or re- acceptance. 346-2 Materials. 346-2.1 General: Meet the following requirements: Coarse Aggregate ................................Authorization..................................... Section 901 Fine Aggregate*Use ...............................