2010 51 Pages 8.8 MB
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
Experimental Investigation on Nano Concrete with Nano Silica and M-Sand
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 03 | Mar 2019 www.irjet.net p-ISSN: 2395-0072 EXPERIMENTAL INVESTIGATION ON NANO CONCRETE WITH NANO SILICA AND M-SAND Mohan Raj.B1, Sugila Devi.G2 1PG Student, Nadar Saraswathi College of Engineering and Technology, Theni, Tamilnadu, India. 2Assistant Professor, Nadar Saraswathi College of Engineering and Technology, Theni, Tamilnadu, India. ---------------------------------------------------------------------***--------------------------------------------------------------------- Abstract - The influence of Nano-Silica on various material is Nano Silica (NS). The advancement made by the properties of concrete is obtained by replacing the cement study of concrete at Nano scale has proved the Nano silica is with various percentages of Nano-Silica. Nano-Silica is used as much better than silica fume used in conventional concrete. a partial replacement for cement in the range of 3%, 3.5%, Now, the researchers are capitalizing on nanotechnology to and 10% for M20 mix. Specimens are casted using Nano-Silica innovate a new generation of concrete materials that concrete. Laboratory tests conducted to determine the overcome the above drawbacks and trying to achieve the compressive strength, split tensile and flexural strength of sustainable concrete structures. Evolution of materials is Nano-Silica concrete at the age of 7, 14 and 28 days. Results need of the day for improved or better performance for indicate that the concrete, by using Nano-Silica powder, was special engineering applications and modifying the bulk able to increase its compressive strength. However, the density state of materials in terms of composition or microstructure is reduce compared to standard mix of concrete. -
Sims-Lohman Fine Kitchens and Granite Meeting the Challenge of Transformation and Growth Head-On with Twelve Locations UR Narrative Begins in by Peter J
www.slipperyrockgazette.net VOLUME 20, ISSUE 236 THE BEACON OF THE STONE INDUSTRY FEBRUARY 2014 Sims-Lohman Fine Kitchens and Granite Meeting the Challenge of Transformation and Growth Head-On with Twelve Locations UR narrative begins in by Peter J. Marcucci the late 1990s, when the Steinman family acquired Photos Courtesy Sims-Lohman and by Larry Hood Moellering Industries, a quality cabinet supplier in Cincinnati, Ohio. Resolute and commit- ted, they did so knowing that the road to success is paved with a myriad of twists, turns and crossroads and is sometimes strewn with the remnants of previous entrepreneurs. Choosing to fast track the journey, Steve Steinman, along with John Beiersdorfer, President of Sims-Lohman, and a cohesive working group of talent, switched on their internal GPS’s, buckled their seat belts, and accelerated the ride by adding acquisition after acquisition to their portfolio of premium companies in the greater Cincinnati, Ohio region to create Sims-Lohman Fine Kitchens and Granite. Spanning four states and employing over 300 people, Sims-Lohman has since dotted that roadmap with eight locations within Ohio, two A trough sink and built-in wine rack are high- in Indiana, one in Kentucky, and their latest lights of this 3cm Magma granite island and acquisition in Pittsburgh, Pennsylvania. All breakfast area. The contemporary cabinets twelve locations are sales showrooms, with company, we adopted that name. Following effective. A lot of companies in the countertop unmistakably define Sims-Lohman as the area’s four being fabrication facilities, strategically this acquisition, we acquired two granite fab- world either made that switch, or they didn’t gold standard and a shop of distinction. -
Experimental Investigation on Foam Concrete with Partial Replacement of Fine Aggreate by Fly Ash and Cement by Alccofine
E3S Web of Conferences 184, 01089 (2020) https://doi.org/10.1051/e3sconf/202018401089 ICMED 2020 EXPERIMENTAL INVESTIGATION ON FOAM CONCRETE WITH PARTIAL REPLACEMENT OF FINE AGGREATE BY FLY ASH AND CEMENT BY ALCCOFINE Dr.G.V.V. SATYANARAYANA1 and G. PRAVEEN KUMAR2 1Professor, Department of Civil Engineering, GRIET, Hyderabad-500090 2 P.G.Scholar, Dept. of Civil Engineering, GRIET, Hyderabad-500090 ABSTRACT- As we know that Foam concrete has been successfully used and it has gained popularity due to its lower density than normal concrete. Globally the construction activities are rapid and using huge amount of fine aggregate and cement. Due to continuous usage of large amount of sand and cement we are creating natural imbalance by CONTINUOUS mining of sand, lime etc., from natural resources, which causes many natural hazards and become threat to humans. As a responsible citizen of world everyone think to stop the usage of sand and cement in huge quantity for infrastructural activities. Fly ash is one alternative solution as a partial replacement of sand and cement with Alccofine. In this investigation we are replacing fine aggregate with fly ash and cement with Alccofine by usage of Using additive materials in foam concrete which provides not only workability, strength but also reduce overall cost. As reducing the quantity of sand and cement in foam concrete we conserve Green House effect and also other raw materials used for cement. Foam concrete produced with uniform distribution of air bubbles thoughout the mass of concrete. The density of foam concrete is a function of the volume of foam added to the slurry and the strength decreases as decrease in densities. -
Arched Bridges Lily Beyer University of New Hampshire - Main Campus
University of New Hampshire University of New Hampshire Scholars' Repository Honors Theses and Capstones Student Scholarship Spring 2012 Arched Bridges Lily Beyer University of New Hampshire - Main Campus Follow this and additional works at: https://scholars.unh.edu/honors Part of the Civil and Environmental Engineering Commons Recommended Citation Beyer, Lily, "Arched Bridges" (2012). Honors Theses and Capstones. 33. https://scholars.unh.edu/honors/33 This Senior Honors Thesis is brought to you for free and open access by the Student Scholarship at University of New Hampshire Scholars' Repository. It has been accepted for inclusion in Honors Theses and Capstones by an authorized administrator of University of New Hampshire Scholars' Repository. For more information, please contact [email protected]. UNIVERSITY OF NEW HAMPSHIRE CIVIL ENGINEERING Arched Bridges History and Analysis Lily Beyer 5/4/2012 An exploration of arched bridges design, construction, and analysis through history; with a case study of the Chesterfield Brattleboro Bridge. UNH Civil Engineering Arched Bridges Lily Beyer Contents Contents ..................................................................................................................................... i List of Figures ........................................................................................................................... ii Introduction ............................................................................................................................... 1 Chapter I: History -
Vysoké Učení Technické V Brně Brno University of Technology
VYSOKÉ UČENÍ TECHNICKÉ V BRNĚ BRNO UNIVERSITY OF TECHNOLOGY FAKULTA STAVEBNÍ FACULTY OF CIVIL ENGINEERING ÚSTAV TECHNOLOGIE STAVEBNÍCH HMOT A DÍLCŮ INSTITUTE OF TECHNOLOGY OF BUILDING MATERIALS AND COMPONENTS VLIV VLASTNOSTÍ VSTUPNÍCH MATERIÁLŮ NA KVALITU ARCHITEKTONICKÝCH BETONŮ INFLUENCE OF INPUT MATERIALS FOR QUALITY ARCHITECTURAL CONCRETE DIPLOMOVÁ PRÁCE DIPLOMA THESIS AUTOR PRÁCE Bc. Veronika Ondryášová AUTHOR VEDOUCÍ PRÁCE prof. Ing. RUDOLF HELA, CSc. SUPERVISOR BRNO 2018 1 2 3 Abstrakt Diplomová práce se zaměřuje na problematiku vlivu vlastností vstupních surovin pro výrobu kvalitních povrchů architektonických betonů. V úvodní části je popsána definice architektonického betonu a také výhody a nevýhody jeho realizace. V dalších kapitolách jsou uvedeny charakteristiky, dávkování či chemické složení vstupních materiálů. Kromě návrhu receptury je důležitým parametrem pro vytvoření kvalitního povrchu betonu zhutňování, precizní uložení do bednění a následné ošetřování povrchu. Popsány jsou také jednotlivé druhy architektonických betonů, jejich způsob vyrábění s uvedenými příklady na konkrétních realizovaných stavbách. V praktické části byly navrženy 4 receptury, kde se měnil druh nebo dávkování vstupních surovin. Při tvorbě receptur byl důraz kladen především na minimální segregaci čerstvého betonu a omezení vzniku pórů na povrchu ztvrdlého betonu. Klíčová slova Architektonický beton, vstupní suroviny, bednění, separační prostředky, cement, přísady, pigment. Abstract This diploma thesis focuses on the influence of properties of feedstocks for the production of quality surfaces of architectural concrete. The introductory part describes the definition of architectural concrete with the advantages and disadvantages of its implementation. In the following chapters, the characteristics, the dosage or the chemical composition of the input materials are given. Besides the design of the mixture, important parameters for the creation of a quality surface of concrete are compaction, precise placement in formwork and subsequent treatment of the surface. -
Design Efficiency, Characteristics, and Utilization of Reinforced Foamed
crystals Review Design Efficiency, Characteristics, and Utilization of Reinforced Foamed Concrete: A Review Mugahed Amran 1,2,*, Yeong Huei Lee 3,*, Nikolai Vatin 4 , Roman Fediuk 5, Shek Poi-Ngian 6, Yee Yong Lee 7 and Gunasekaran Murali 8 1 Department of Civil Engineering, College of Engineering, Prince Sattam Bin Abdulaziz University, Alkharj 11942, Saudi Arabia 2 Department of Civil Engineering, Faculty of Engineering and IT, Amran University, Quhal 9677, Amran, Yemen 3 Department of Civil and Construction Engineering, Faculty of Engineering and Science, Curtin University, CDT250, Miri 98009, Sarawak, Malaysia 4 Higher School of Industrial, Civil and Road Construction, Peter the Great St. Petersburg Polytechnic University, St. Petersburg 195251, Russia; [email protected] 5 School of Engineering, Far Eastern Federal University, Vladivostok 690950, Russia; [email protected] 6 Construction Research Centre (CRC), Universiti Teknologi Malaysia, Johor Bahru 81310, Malaysia; [email protected] 7 Department of Civil Engineering, Faculty of Engineering, Universiti Malaysia Sarawak, Kota Samarahan 94300, Sarawak, Malaysia; [email protected] 8 School of Civil Engineering, SASTRA Deemed to be University, Thanjavur 613404, Tamil Nadu, India; [email protected] * Correspondence: [email protected] or [email protected] (M.A.); [email protected] (Y.H.L.) Received: 27 August 2020; Accepted: 30 September 2020; Published: 17 October 2020 Abstract: Foam concrete (FC) serves as an efficient construction material that combines well thermal insulation and structural properties. The studies of material characteristics, including the mechanical, physical, rheological, and functional properties of lightweight concrete, have been conducted rigorously. However, a lack of knowledge on the design efficiency of reinforced FC (RFC) was found in current research trends, compared to reinforced lightweight aggregate concrete. -
Characteristics of Lightweight Foamed Concrete Brick Mixed with Flyash
SSRG International Journal of Civil Engineering Volume 6 Issue 3, 22-28, March 2019 ISSN: 2348 – 8352 /doi:10.14445/23488352/IJCE-V6I3P103 © 2019 Seventh Sense Research Group® Characteristics of Lightweight Foamed Concrete Brick Mixed with FlyAsh Seyed Navid Hashem Moniri*1, Fathoni Usman#2 *1MSc Student, Research Center of Concrete and Asphalt, Damavand Branch, Islamic Azad University, Damavand, Iran. #2Senior Lecturer, Institute of Energy Infrastructure, Universiti Tenaga Nasional, Kajang 43000, Selangor, Malaysia. Abstract construction industry's carbon footprint, lightweight Lightweight concrete has become a sweet foamed concrete can be used as an alternative, moving solution in the construction industry. The foamed towards sustainable construction by lessening the concrete brick can be substitute with the normal clay frequency of transportation and heavy types of burnt brick, which consumes more energy and carbon machinery usage [4]. Foamed concrete brick consists footprint. To reduce cement in the foamed concrete, fly of some materials such as fine aggregate, cement, ash as a scheduled wastage by-product of the coal- water, and foaming agent. The foamed concrete fueled power plant is added into the mixture. This application can be obtained to structural, partition, paper presents the development of fly ash mixed with a insulation, and filling grades [5]. Foamed concrete is foamed concrete brick. The samples were prepared suitable for producing lightweight bricks. Lightweight with different percentages of fly ash substituting the foamed concrete blocks were developed more than 60 cement. The compressive test and the flexural test years ago and have been used internationally for were conducted to evaluate the mechanical properties different construction applications. -
Amvic ICF Installation Manual
ICF INSTALLATION MANUAL Amvic ICF Installation Manual STRONGER EVERY DAY INNOVATIVE INSULATION CONSTRUCTION SOLUTIONS FOR ENERGY EFFICIENT AND COMFORTABLE BUILDINGS BER 2020 BER M 4 NOVE 4 TABLE OF CONTENTS Preface ........................................................................................................................................................................... Technical Support .......................................................................................................................................................... Amvic Website ............................................................................................................................................................... Acknowledgment ........................................................................................................................................................... Disclaimer ...................................................................................................................................................................... Copyright ........................................................................................................................................................................ Part 1 - Introduction .................................................................................................................................................... 8 Part 2 - Products and Availability ............................................................................................................................. -
CS 467 Risk Management and Structural Assessment of Concrete Deck Hinge Structures
Design Manual for Roads and Bridges Highway Structures & Bridges Inspection & Assessment CS 467 Risk management and structural assessment of concrete deck hinge structures (formerly BA 93/09) Revision 1 Summary The use of this document enables the safety and serviceability of concrete hinge deck structures to be assessed and managed, allowing to manage risks and maintain a safe and operational network. Application by Overseeing Organisations Any specific requirements for Overseeing Organisations alternative or supplementary to those given in this document are given in National Application Annexes to this document. Feedback and Enquiries Users of this document are encouraged to raise any enquiries and/or provide feedback on the content and usage of this document to the dedicated Highways England team. The email address for all enquiries and feedback is: [email protected] This is a controlled document. CS 467 Revision 1 Contents Contents Release notes 3 Foreword 4 Publishing information . 4 Contractual and legal considerations . 4 Introduction 5 Background . 5 Assumptions made in the preparation of this document . 5 Abbreviations and symbols 6 Terms and definitions 7 1. Scope 8 Aspects covered . 8 Implementation . 8 Use of GG 101 . 8 2. Risk management process and prioritisation 9 Risk management report . 11 Initial review . 11 Risk assessment for structural assessment . 11 Structural review . 12 Structural assessment . 12 Risk assessment for management . 12 Management plan . 12 Prioritisation of deck hinge structures . 12 3. Initial review 13 4. Risk assessment for structural assessment 14 Risk assessment . 14 Primary risks . 14 Condition risk . 15 Structural risk . 15 Secondary risks . 15 Consequential risk . 16 Vulnerable details risk . -
Armorhab: Design Reference Architecture (DRA) for Human
Copyright © 2016 by Dark Sea Industries LLC and the University of New Mexico. Published by The Mars Society with permission ArmorHab: Design Reference Architecture (DRA) for human habitation in deep space Peter Vorobieff Professor and Assistant Chair, Assistant Chair of Facilities, Department of Mechanical Engineering University of New Mexico, Albuquerque, NM, 87131 Phone: (505) 277-8347 email: [email protected] Affiliation: University of New Mexico Craig Davidson Administrator 4808 Downey NE Albuquerque, NM 87109 Phone: 505-720-2321 email: [email protected] Affiliation: Dark Sea Industries LLC Dr. Mahmoud Reda Taha, Peng Professor and Chair, Department of Civil Engineering University of New Mexico, Albuquerque, NM 87131-0001 Office: (505) 277-1258, Cell: (505) 385-8930, Fax (505) 277-1988 http://civil.unm.edu/faculty-staff/faculty-profiles/mahmoud-taha.html www.unm.edu/~mrtaha/index.htm Affiliation: University of New Mexico Christos Christodoulou Associate Dean for Research Distinguished Professor, Electrical & Computer Engineering University of New Mexico Albuquerque, NM 87131 Tel: (505) 277-6580 www.ece.unm.edu/faculty/cgc www.cosmiac.org Affiliation: University of New Mexico Anil K. Prinja Professor and Chair Department of Nuclear Engineering University of New Mexico Albuquerque, NM 87131-1070 -1- Copyright © 2016 by Dark Sea Industries LLC and the University of New Mexico. Published by The Mars Society with permission Phone: (505)-277-4600, Fax: (505)-277-5433 [email protected] Affiliation: University of New Mexico Svetlana V. Poroseva Assistant Professor Department of Mechanical Engineering University of New Mexico, Albuquerque, NM, 87131 Phone: 1(505) 277-1493, Fax: 1(505) 277-1571 email: poroseva at unm.edu Affiliation: University of New Mexico Mehran Tehrani Assistant Professor Department of Mechanical Engineering University of New Mexico, Albuquerque, NM, 87131 Phone: 1(505) 277-1493, Fax: 1(505) 277-1571 email: [email protected] Affiliation: University of New Mexico David T. -
Feature Articles in This Issue
Above: a 1998 period mockup of a modular space station architecture at Johnson Space Center .Feature Articles in This Issue. IN FOCUS “Green” Space-Based From Lava Tube Skylights to Lava tube Solar Power Needs “Green” Rockets One of the space projects supported by many if Settlements not most space enthusiasts is space-based solar power, Peter Kokh pp 3-6 that is, a multitude of solar power satellites in GEO, Mare Ingenii – Sea of Ingenuity Geosynchronous Earth Orbit. And it is obvious that we Sweet Spot on the Moon’s Farside have to begin with a demonstration unit built of materials Peter Kokh page 6 and parts launched from Earth. Most of us see this as a solution to the growing shortage of “clean” energy. This Lunacrete – Easy Concrete for Lunar Needs is something we can sell to the public, and especially to Larry Beyer pp 7-8 the environmentally aware: [=> p. 2, col. 2 ] Toxic Boosters – Shuttle SRB Boosters => Right: An ATK (formerly Morton Thiokol) Solid Rocket Booster. Each Shuttle uses 2 4-segment SRBs. Constella- tion would use 2 5-segment ones. “Each SRB produces 80% more liftoff thrust than one F-1 engine, the most powerful single-chamber liquid-fueled rocket engine ever flown.” [WP] It is easy to see why we use them. The hush-hush problem is that the SRBs put our very dirty, even toxic, exhaust fumes. See our “In Focus” Editorial. 1 ⇒ In Focus Editorial continued from p. 1. Moon Miners’ Manifesto If the demonstration unit convinces enough Published monthly except January and July., by the Lunar investors (power generation company consortia and Reclamation Society (NSS-Milwaukee) for its members, national governments) that we need to deploy hundreds, members of participating National Space Society chapters, even thousands of larger such units, to meet Earth’s members of The Moon Society, and individuals worldwide. -
Northumberland Strait Crossing: Design Development of Precast Prestressed Bridge Structure
PRECAST CONCRETE SOLVES 100-YEAR-OLD PROBLEM Northumberland Strait Crossing: Design Development of Precast Prestressed Bridge Structure The authors describe the design development process of the $840 million (Canadian dollars) Northumberland Strait Crossing Project from conceptual design in 1987 to the final project design. The 13 km (8 mile) long bridge links Prince Edward Island with New Brunswick and mainland Canada. The current design is based on main bridge spans of 250 m (820 ft) to minimize the number of piers and foundations in the Strait. Each span consists of a continuous precast, prestressed concrete variable depth double cantilever girder Barry Lester, P.Eng. with a length of 190 m (623 ft) and a drop-in segment of 60 m President (197 ft). The design took into consideration unusually heavy SLG Stanley Consultants Inc. vehicle loads, high wind loads, seismic factors, very high Calgary, Alberta icepack forces and possible ship collisions. Precast concrete Canada production began in the summer of 1994 and the main spans will be erected beginning in September 1995. The project is scheduled for completion in the summer of 1997. he Northumberland Strait gotiating the Terms of Confederation, Crossing Project (NSCP) is a the Federal Government of Canada T 13 km (8 mile) long bridge (see promised to promote efficient commu Fig. 1), with associated approach nication between the island and the roads and shoreside facilities, joining mainland, a promise that has been ful Prince Edward Island to New filled by the payment of annual subsi Brunswick and mainland Canada (see dies to support the island ferry service Fig.