ESTACAS-PRANCHA SINTÉTICAS. Vitor José Rodrigues Engenheiro Civil
|
|
|
- Vitor Rodrigues
- 5 years ago
- Views:
Transcription
1 ESTACAS-PRANCHA SINTÉTICAS Vitor José Rodrigues Engenheiro Civil
2 Introdução à CMI Ltd. Introdução às Estacas-prancha Crane Aplicações das Estacas-prancha Crane Agenda Caso de Obra Corredor Portuário de Barranquilla Equipamentos e Rendimentos de Instalação Passarelas GATOR
3 CMI 60 anos de experiência no desenvolvimento de produtos de PVC; Criador das estacas-prancha vinílicas; Conta com 18 patentes e 40 anos de desenvolvimento de estacas-prancha em conjunto com o Corpo de Engenheiros do Exército Norte Americano (United States Corps of Engineers - USACE).
4 O que são estacas-prancha? As estacas-prancha são longos perfis produzidos em PVC, PRFV (compósito), alumínio ou aço, que, quando encaixados, justapostos e cravados no solo, compõe uma cortina. Tipicamente, são corrugadas, em forma de Z ou U,
5 O que é uma estaca-prancha? sendo que duas estacas de seção em Z formam uma seção em U. Encaixe macho-fêmea
6 Painel plano (FP)
7 Aplicações Temporárias Escoramento de vala Fundação Estrutura para estacionamento subterrâneo Permenantes Estabilização de taludes Muros de contenção Proteção de bordas costeiras Estabilização de rodovias Revestimento de canais Estabilização de leitos de rios Barreira contra enchentes / sistemas de retenção/detenção Cortinas impermeabilizantes Barreira contra contaminantes
8 O que é uma estaca-prancha? São fabricadas em: q q q q q q Aço laminado a quente; Aço conformado a frio; Concreto armado; Madeira tratada; Cloreto de Polivinila (PVC): q ; Resina de Poliéster Reforçada com Fibra de Vidro (PRFV): q ; q Alumínio: q.
9 Cloreto de Polivinila (PVC): Até 4,0m de altura livre Resina de Poliéster Reforçada com Fibra de Vidro (PRFV) Até 7,0m de altura livre
10 Estacas-prancha Crane Materials International q 35 Anos de Experiência Pioneiros na fabricação q Durabilidade Garantia de 50 anos; não sofre corrosão; livre de manutenção q Resistência Não sofre ataque química provocado por compostos químicos corrosivos; resistência aos raios UV q Peso Reduzido Facilita a manipulação q Produto Ecológico e Sustentável Fabricado com 80% de material reciclado e 100% reciclável q Custo Competitivo Custo do material competitivo e baixos custos com transporte e instalação q Tecnología XCR Co-Extrusão de Alta Precisão q Instalação Facilidade e rapidez até 50 metros lineares por día
11 Projetos Muro ancorado: Ex.: Proteção contra Erosão Muro em balanço (Cantilever): Ex.: Detenção de Água
12 Componentes do Muro de Contenção 1. Estaca-prancha Viga CMI Barra de ancoragem Bloco de ancoragem (Morto) 2. Barra de ancoragem Estaca-prancha 3. Viga 4. Bloco de ancoragem (Morto)
13 Muro de Contenção com Ancoragem
14 Muro de Contenção com Ancoragem
15 Muro de Contenção: Por Que Ancorar? Supondo um muro de 2,0m de altura exposta. EM BALANÇO (CANTILEVER) ANCORADO Bloco de ancoragem Barra de ancoragem (em aço galvanizado) Viga $950(*) por metro de extensão de muro $335 por metro de extensão de muro (incluso sistema de ancoragem) Estaca-prancha FRP UC 6m Estaca-prancha SG 4m
16 Aço x PVC Como comparar maçãs com maçãs? PVC Aço
17 Exemplo Altura livre: 2 m Comprimento da estaca-pranhca: 4 m Ancoragem: Espaçamento a cada 2 m Solo: Areia de densidade média Momento Solicitante: 11 kn-m/m
18 Exemplo (Momento Solicitante: 11 kn-m/m) Estaca-prancha de Aço Perfil: AZ-14 Momento Admis.: 220 kn-m/m Peso: 116,9 kg/m2 Estaca-prancha PVC Perfil: Momento Admis.(*): 16,96 kn-m/m Peso: 17,1 kg/m2 $ USD / m 2 ( ** ) $ USD / m 2 ** Baseado em $1,400 USD por ton ** Não inclui a pintura de proteção *Reflete um fator de segurança 2,0
19 Por que pagar mais? Estacas-prancha Sintéticas são: ü Mais econômicas que estacas-prancha metálicas; ü Mais eficientes de instalar do que gabiões, muros de pedra argamassada ou muros de concreto; ü MAIS DURÁVEIS QUE QUALQUER ALTERNATIVA! ü Garantido por 50 anos; ü Zero manutenção garantida; ü Não sofre corrosão nem ataque químico provocado por compostos contaminantes.
20 Aplicações Qual é a principal função exercida pela estrutura? Muro de Contenção / Proteção Contra a Erosão Controle de Inundações / Manejo de Águas Muro Ancorado Muro em Balanço (Cantilever)
21 Aplicações Hidráulicas e Geotécnicas Muro de Contenção de Margem de Rios, Lagos e Canais Muro de Contenção Costeira (face corrugada) Muro de Contenção Costeira (face plana)
22 Aplicações Hidráulicas e Geotécnicas Muro de Contenção de Enchentes (em áreas planas) Muro de Contenção de Enchentes e Cortina Impermeabilizante (Cutoff) de Barragem Cortina Impermeabilizante (Cutoff) de Barragem (muro em T )
23 Aplicações Hidráulicas e Geotécnicas Muro de Protecão Contra Erosão de Pé de Talude Proteção de Açudes e Nascentes Muro de Contenção de Margens de Rios e Canais
24 Aplicações Hidráulicas e Geotécnicas Contenção de Contaminantes Cortina Impermeabilizante de Águas Salgadas Contenção de Líquidos em pátios de tancagem
25 Fotos de Aplicações Muro de Contenção / Proteção Contra a Erosão Muro Ancorado Controle de Inundações / Manejo de Águas Muro em Balanço (Cantilever)
26 Fotos de Aplicações Muro de Contenção / Proteção Contra a Erosão Muro Ancorado Controle de Inundações / Manejo de Águas Muro em Balanço (Cantilever)
27 Fotos de Aplicações Muro de Contenção / Proteção Contra a Erosão Controle de Inundações / Manejo de Águas Muro Ancorado Muro em Balanço (Cantilever)
28 Fotos de Aplicações Muro de Contenção / Proteção Contra a Erosão Controle de Inundações / Manejo de Águas Muro Ancorado Muro em Balanço (Cantilever)
29 Fotos de Aplicações Muro de Contenção / Proteção Contra a Erosão Puente Pino Suarez, Tabasco México
30 Limite Prático: 6m MURO ANCORADO 2,5m MURO EM BALANÇO (CANTILEVER) ÓTIMO 4,5m ALTURA DE MURO C/ ANCORAGEM 2,0m ALTURA DO MURO EM BALANÇO (CANTILEVER) Possível prático: 8m MURO ANCORADO 3m MURO BALANÇO (CANTILEVER)
31 Caso de Obra Corredor Portuário, Barranquilla, Colômbia
32 Terraplenagem Construção
33 Projetos Considerados
34 Por que Estacas-prancha? Tempo de instalação; Escasez de pedras na localidade; Previne contra o acúmulo de sedimentos; Previne contra a ancoragem de microorganismos; Maior durabilidade que as alternativas construtivas concorrentes; Aumenta a capacidade do canal.
35 Corredor Portuário, Barranquilla, Colômbia Processo Construtivo: 1. Equipamentos Empregados 2. Guia de Cravação 3. Cravação das Estacas-prancha 4. Ancoragem 5. Seleção e Compactação do Solo 6. Nivelamento
36 1. Equipamentos Empregados Corredor Portuário, Barranquilla, Colômbia 4 Frentes de Trabalho Escavadeira CAT 320 Placa Compactadora GENPEC GE 980 Bomba d água
37 2. Guia de Cravação Corredor Portuário, Barranquilla, Colômbia
38 2. Guia de Cravação Corredor Portuario, Barranquilla, Colombia
39 3. Cravação das Estacas-prancha Corredor Portuário, Barranquilla, Colômbia
40 4. Ancoragem Corredor Portuário, Barranquilla, Colômbia
41 4. Ancoragem Corredor Portuário, Barranquilla, Colômbia
42 5. Seleção e Compactação do Solo Corredor Portuário, Barranquilla, Colômbia
43 6. Nivelamento Corredor Portuário, Barranquilla, Colômbia
44 Corredor Portuário, Barranquilla, Colômbia
45 Corredor Portuário, Barranquilla, Colômbia
46 Corredor Portuário, Barranquilla, Colômbia
47 Corredor Portuário, Barranquilla, Colômbia
48 Corredor Portuario, Barranquilla, Colombia
49 Corredor Portuário, Barranquilla, Colômbia
50 Barranquilla, Colombia Antes Depois
51 Equipamentos Para Instalação
52 Placa Compactadora Placa Compactadora
53 Placa Compactadora
54 Martelo Vibratório
55 Martelo Vibratório Vibrohincador
56 Escavadeira Placa Compactadora
57 Martelo de Queda Livre
58 Mandril Guia metálica desenvolvida por Crane Materials International para facilitar a cravação de estacas-prancha vinílicas em solos mais rijos ou coesivos. Excavadora Placa Compactadora
59 Casos Históricos Puente Pino Suarez, Tabasco México
60 Resumo 30 Anos
61 Resumo q 35 Anos de Experiência Pioneiros na fabricação q Durabilidade Garantia de 50 anos; não sofre corrosão; livre de manutenção q Resistência Não sofre ataque química provocado por compostos químicos corrosivos; resistência aos raios UV q Peso Reduzido Facilita a manipulação q Produto Ecológico e Sustentável Fabricado com 80% de material reciclado e 100% reciclável q Custo Competitivo Custo do material competitivo e baixos custos com transporte e instalação q Tecnología XCR Co-Extrusão de Alta Precisão q Instalação Facilidade e rapidez até 50 metros lineares por día
62 Perguntas? Contato: Vitor José Rodrigues Tel. Fixo: (55) (71) Tel. Móvel: (55) (71) e sabia que.
63 Pontes Pré-fabricadas de Alumínio
64 Por Que Alumínio? Se podemos usar tecnología e materiais para diminuir o peso do veículo, sempre se alcançará a melhor solução. - Pete Reyes, Diretor de Engenharia do Ford F
65 Comparação de Preços de Passarelas Metálicas no México q q q Licitação 2007 Paso Peatonal (Km Carretera Villahermosa Cd. Del Carmen, Tabasco) (2 x 30 metros) Preço não inclui custo de manutenção; Material corrosivo (Aço); Instalação mais demorada e custosa. $165,000 USD q q q Preço 2015 Ponte GatorBridge (2 x 30 metros) Não requer manutenção; Resistente à corrosão (Alumínio); Instalação mais rápida. $105,000 USD
66 Passarelas
67 Passarelas
68 Passarelas
69 Estações de Tratamento
70 Terminais Marítimos
71 Pontes sobre Rios
72 OBRIGADO! Apresentado por Vitor José Rodrigues
Constellation Caminhões e Ônibus
Constellation 24.280 Caminhões e Ônibus Especificações técnicas Constellation 24.280 Cabine Estendida Dimensões principais (mm) Motor Fabricante / Modelo MAN / D08 36 280 Nº de cilindros / Cilindrada (cm³)
GESTESTRU - Structural Management
Coordinating unit: Teaching unit: Academic year: Degree: ECTS credits: 2015 250 - ETSECCPB - Barcelona School of Civil Engineering 751 - DECA - Department of Civil and Environmental Engineering MASTER'S
Rolamentos em Cerâmica e Híbridos
BEARINGS A L L FOR B E YOUR A R IFUTURE N G S Rolamentos em Cerâmica e Híbridos Os rolamentos ZEN são fabricados de acordo com o mais alto padrão de qualidade, para aplicações standard e non-standard Nosso
Power Generation from Biogas utilization at Landfill sites Norte III - Final Disposal Environmental Complex
Power Generation from Biogas utilization at Landfill sites Norte III - Final Disposal Environmental Complex METROPOLITAN AREA OF BUENOS AIRES ARGENTINA Marcelo E Rosso Washington - March 2016 CEAMSE (Coordinación
FILTER BED SOLUTIONS. Filter Bed Wall & Tile Systems 90 Filter Bed Wall Units 92 Filter Bed Tiles fpmccann.co.uk/filter-beds
FILTER BED SOLUTIONS Filter Bed Wall & Tile Systems 90 Filter Bed Wall Units 92 Filter Bed Tiles 93 88 fpmccann.co.uk/filter-beds 01455 290780 FP McCann offers a specialist design and build service for
Recent developments in timber-concrete composite
a Recent developments in timber-concrete composite Resultados recentes sobre estruturas mistas madeira-betão K. Holschemacher H. Kieslich Abstract Timber-concrete composite (TCC) is increasingly applied
Product Design Theory
Product Design Theory & Basic Engineering Properties CRANE MATERIALS INTERNATIONAL A Whitepaper by: Michael Yeats Physical properties are defined by ASTM testing standards, The Aluminum Association Design
The effect of fibers on the loss of water by evaporation and shrinkage of concrete
Volume 8, Number 1 (February 2015) p. 8-13 ISSN 1983-4195 http://dx.doi.org/10.1590/s1983-41952015000100003 The effect of fibers on the loss of water by evaporation and shrinkage of concrete Efeito das
Construction of the Asset Polymer Composite Bridge for Heavy Traffic Loads
Construction of the Asset Polymer Composite Bridge for Heavy Traffic Loads Björn Täljsten Professor, Technical University of Denmark, Lyngby, Denmark and Luleå University of Technology, Luleå, Sweden 1
Case Study for Multi-Stakeholders Partnerships
1 Case Study for Multi-Stakeholders Partnerships ~From Wastes to Valuable Resources~ (PET Bottle Recycling in Japan) Mar. 19, 2013 The Council for PET Bottle Recycling (CPBR, Japan) 2 Plastic Packages
EVALUATION OF CONCRETE PIPES REINFORCED WITH STEEL FIBERS
BEFIB202 Fibre reinforced concrete Joaquim Barros et al. (Eds) UM, Guimarães, 202 EVALUATION OF CONCRETE PIPES REINFORCED WITH STEEL FIBERS Jorge Luís Akasaki *, Ana Paula Fugii *, José Luiz Pinheiro Melges
Uniclass L151:P7113 EPIC A41:X724. CI/SfB (17.1) Hn6. Plastic Piling
Uniclass L151:P7113 EPIC A41:X724 CI/SfB (17.1) Hn6 Plastic Piling Introduction HL Plastics began manufacturing Plastic Piling in 1994 in Derbyshire and has consistently and constantly increased its share
1 of 5. University of Leicester, University Road, Leicester, LE1 7RH T W.
Document Control Rev Date By Comments A Jun 16 L. Davies Technical Review Update B Jun 17 L. Davies Technical Review Update C Dec 17 UoL Sign off for release Design Guidance 1. Any underground jointing
Strengthening of an Impact-Damaged PC Girder
Strengthening of an Impact- PC Girder By Antonio Nanni, PhD, PE R epair of impacted prestressed and reinforced concrete (PC and RC, respectively) structures using traditional and emerging technologies
INVITATION TO TENDER ITT / PS VANCOUVER LANDFILL FRONT ENTRANCE REDESIGN - PRELOAD QUESTIONS AND ANSWERS NO.1
FINANCIAL SERVICES GROUP Supply Management INVITATION TO TENDER ITT / PS20161054 ISSUED ON OCTOBER 13, 2016 Schedule A - Item 3.01 references MMCD Section 03 40 01 Measurement and Payment Clause 1.4.3.
SUSTAINABILITY IN SPANISH PORTS SPANISH PORTS
SUSTAINABILITY REPORTS IN SPANISH PORTS 1 SUSTANIABILITY REPORTS. LEGAL FRAMEWORK The Ports and Merchant Shipping Act states: "The draft Business Plan will be accompanied by a Sustainability Report that
GFRP REINFORCED GFRC FOR THIN PERMANENT FORMWORK APPLICATIONS
GFRP REINFORCED GFRC FOR THIN PERMANENT FORMWORK APPLICATIONS Dr. Gi Beom KIM, Prof. P. WALDRON, Prof. K. Pilakoutas July, 2007 Presented by Gi Beom KIM Outline New systems incorporating GFRP reinforced
Nicaragua Canal and Climate Change
K Nicaragua Canal and Climate Change 25 November 2015 K.W.PANG Executive Vice President Factors affecting the climate The Canal has contribution to CO 2 emission, forestation, lake & river. Canal can save
How to Best Represent Your Firm: Proposal Writing Tips
How to Best Represent Your Firm: Proposal Writing Tips Hugh Scott Pittman, PE Project Engineer Contract Management Section Shane D. Hall, PE Chief Contract Management Section Huntington, WV US Army Corps
Dr.ing. NAGY-GYÖRGY Tamás
Dr.ing. NAGY-GYÖRGY Tamás Professor E-mail: tamas.nagy-gyorgy@upt.ro Tel: +40 256 403 935 Web: http://www.ct.upt.ro/users/tamasnagygyorgy/index.htm Office: A219 Dr.ing. Nagy-György T. Faculty of Civil
Reinforced concrete bridge pier ductility analysis for different levels of detailing
Volume 10, Number 5 (October 2017) p. 1042 1050 ISSN 1983-4195 http://dx.doi.org/10.1590/s1983-41952017000500006 Reinforced concrete bridge pier ductility analysis for different levels of detailing Análise
STEPOC DESIGN INFORMATION
STEPOC DESIGN INFORMATION Anderton Concrete Products Ltd, Units 1 &, Cosgrove Business Park Anderton Wharf, Soot Hill, Anderton, Northwich, Cheshire CW9 6AA Tel: 01606 535300 www.andertonconcrete.co.uk
Reutilización de Aguas Residuales en la Agricultura
Reutilización de Aguas Residuales en la Agricultura San Juan, Puerto Rico June 1, 2016 Dr. Gregory Morris PhD, PE gmorris@glmengineers.com San Juan, Puerto Rico Coamo reservoir (fully sedimented) Santa
SOFC-DA-180KN-192 G652D
Description The design of the offered cable has been a typical structure of submarine cables which is prevailing over the world and has been approved for stable performance in submarine cable system. Loose
GFRP-GLULAM-CONCRETE COMPOSITE BEAMS: AN EXPERIMENTAL EVALUATION
GFRP-GLULAM-CONCRETE COMPOSITE BEAMS: AN EXPERIMENTAL EVALUATION Antonio Alves Dias 1, José Luiz Miotto 2 ABSTRACT: This paper focuses the contribution obtained by the association between reinforced concrete
INFLUENCE OF THE FRICTION AT THE SUPPORT IN THE LONGITUDINAL SHEAR STRENGHT OF COMPOSITE SLAB
SDSS Rio 2010 STABILITY AND DUCTILITY OF STEEL STRUCTURES E. Batista, P. Vellasco, L. de Lima (Eds.) Rio de Janeiro, Brazil, September 8-10, 2010 INFLUENCE OF THE FRICTION AT THE SUPPORT IN THE LONGITUDINAL
Orzán, 206 entresuelo A Coruña T/F
Polígono Industrial Os Airios, Sector 2, Parc. P15A 15320 As Pontes de García Rodríguez (A Coruña) T. 981 102 787 F. 981 100 496 prometal@prometal.es www.prometal.es Orzán, 206 entresuelo 15003 A Coruña
PONTS - Bridges
Coordinating unit: Teaching unit: Academic year: Degree: ECTS credits: 2015 250 - ETSECCPB - Barcelona School of Civil Engineering 751 - DECA - Department of Civil and Environmental Engineering MASTER'S
Technical Material Submittal
Technical Material Submittal Page 2 of 11 The design values and recommendations contained herein is considered representative of present production and believed to be reliable. They are based on international
HALLS RIVER BRIDGE REPLACEMENT
HALLS RIVER BRIDGE REPLACEMENT FDOT District 7 Structures Design Office Cristina Kay Suarez Mamunur Siddiqui, P.E. David Pelham Structures Designer Structures Design Engineer - SEOR Senior Structures Designer
Technical Data Sheet. Hilti Firestop Block Kit: Hilti firestop block CFS-BL Hilti firestop filler CFS-FIL Hilti firestop putty bandage CFS-P BA
Technical Data Sheet Hilti Firestop Block Kit Hilti Firestop Block Kit: Hilti firestop block CFS-BL Hilti firestop filler CFS-FIL Hilti firestop putty bandage CFS-P BA European Technical Approval ETA N
A Look at Ecosystem Restoration in Arizona
A Look at Ecosystem Restoration in Arizona Water Resources Research Center 2005 Water Conference Water and the Environment: The Role of Ecosystem Restoration April 6, 2005 Sharon B. Megdal, Director Water
FRP-confined concrete-encased cross-shaped steel columns: stub column tests
University of Wollongong Research Online Faculty of Engineering and Information Sciences - Papers: Part B Faculty of Engineering and Information Sciences 2016 FRP-confined concrete-encased cross-shaped
Sewer System- Pipes Material and Loads
The Islamic University of Gaza Faculty of Engineering Civil Engineering Department Sanitary Engineering (ECIV 4325) Instructor: Dr. Abdelmajid Nassar Lect. W4 Sewer System- Pipes Material and Loads Pipes
THE DESIGN OF EXTERNALLY BONDED REINFORCEMENT (EBR) FOR REINFORCED CONCRETE STRUCTURES BY MEANS OF FIBRE REINFORCED POLYMERS (FRP)
THE DESIGN OF EXTERNALLY BONDED REINFORCEMENT (EBR) FOR REINFORCED CONCRETE STRUCTURES BY MEANS OF FIBRE REINFORCED POLYMERS (FRP) Introduction Dott. Ing. Giovanni Cerretini Studio Technica (studio@technica.net)
PLASTICS. Chapter 5. Materials of Construction-Plastics 1
PLASTICS Chapter 5 Materials of Construction-Plastics 1 Plastics Plastics are synthetic materials which are composed of high molecular weight substances consisting of macromolecules of colloidal dimensions.
Technical Assessment Body issuing the ETA and designated according to Article 29 of the Regulation (EU) No 305/2011: UL International (UK) Ltd
Member of www.eota.eu UL INTERNATIONAL (UK) LTD Wonersh House, Building C, The Guildway, Old Portsmouth Road, Guildford. GU3 1LR. United Kingdom. designated according to Article 29 of the Regulation (EU)
Enhancing the Compressive Strength of Square Cross Sectional Column Using FRP Material
Enhancing the Compressive Strength of Square Cross Sectional Column Using FRP Material Satyam Tiwari 1, Satyendra Dubey 2, Y.K Bajpai 3 1 M.Tech Student, Department of Civil Engineering, G.G.I.T.S Jabalpur,
CIVIL ENGINEERING CONSTRUCTION SBC2253
CIVIL ENGINEERING CONSTRUCTION SBC2253 CIVIL ENGINEERING PROCEDURE Sr Dr. Mohd Saidin Misnan Department of Quantity Surveying Faculty of Built Environment Universiti Teknologi Malaysia CONTENTS CIVIL ENGINEERING
NCH Clearinghouse Newsletter For Paper and Paperless Coupon Redemption
NCH Clearinghouse Newsletter For Paper and Paperless Coupon Redemption January 4, 2019 Hot Line # Please direct all U.S. receiving to: NCH Receiving Location 26-A Walter Jones El Paso, TX 79906 For inquiries,
GROUND ANCHOR TENDONS IN CARBON FIBRE-REINFORCED POLYMERS
GROUND ANCHOR TENDONS IN CARBON FIBRE-REINFORCED POLYMERS Tony Barley, Single Bore Multiple Anchor Ltd, Harrogate, UK John Hartley, Excel Composites Ltd, Runcorn, UK Abstract Carbon fibre plates and flat
Strengthening of hollow core precast slabs using FRP composite materials procedure, testing and rating
Strengthening of hollow core precast slabs using FRP composite materials procedure, testing and rating FLORUŢ SORIN-CODRUŢ*, NAGY-GYÖRGY TAMÁS*, STOIAN VALERIU*, DIACONU DAN* * Department of Civil Engineering
MFOA/AMCTO FALL SEMINAR SERIES TANGIBLE CAPITAL ASSETS ACCOUNTING TOPIC: VALUATION OF ROADS AND OTHER NETWORKS
MFOA/AMCTO FALL SEMINAR SERIES TANGIBLE CAPITAL ASSETS ACCOUNTING TOPIC: VALUATION OF ROADS AND OTHER NETWORKS Presented By: Joe Lombardo, ASA Regional Vice President Suncorp Valuations Ltd. Overview of
Design Calculations Date: 27/04/2017
Date: 27/04/2017 Client: Scaffolding Contractor: BARRATT HOMES City Scaffolding Title: Mezzanine storage area on stacked containers with staircase Location: - Generic - Calculation Number: C.9488 Revision:
KTU CIVIL ENGINEERING WORKSHOP SAMPLE QUESTION PAPER [10 SETS] Prepared by: Prem Mohan, Guest Lecturer, College of Engineering Pathanapuram (CAPE) A P J ABDUL KALAM TECHNOLOGICAL UNIVERSITY CE 110 - CIVIL
Wood-based beams strengthened with FRP laminates Improved performance with pre-stressed systems
COST Action FP1004 Final Meeting 15 April 17 April 2015 Lisbon, Portugal Wood-based beams strengthened with FRP laminates Improved performance with pre-stressed systems Robert Kliger and Reza Haghani -
EXPERIMENTAL ANALYSIS OF MECHANICAL BEHAVIOR OF LINTELS IN STRUCTURAL MASONRY
EXPERIMENTAL ANALYSIS OF MECHANICAL BEHAVIOR OF LINTELS IN STRUCTURAL MASONRY Rezende, Fabiana Martins de 1 ; Rizzatti, Eduardo 2 ; Mohamad, Gihad 2 ; Roman, Humberto Ramos 3 ; Bastos, Marcos Scherer 4
EXPOSURE TEST AND LONG-TERM CHARACTERISTICS FOR CFRP STRUCTURAL MEMBERS
Fourth Asia-Pacific Conference on FRP in Structures (APFIS 13) 11-13 December 13, Melbourne, Australia 13 International Institute for FRP in Construction EXPOSURE TEST AND LONG-TERM CHARACTERISTICS FOR
EXPERIMENTAL INVESTIGATION OF HOLLOW CORE SLAB USING DIFFERENT FIBRE
International Journal of Civil Engineering and Technology (IJCIET) Volume 9, Issue 11, November 2018, pp. 1199 1206, Article ID: IJCIET_09_11_116 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=9&itype=11
CROP GROWING PERIODS AND IRRIGATION NEEDS AT SOME STATIONS IN ALAGOAS.
CROP GROWING PERIODS AND IRRIGATION NEEDS AT SOME STATIONS IN ALAGOAS. Kamada Karuna Kumar, Tantravahi venkata ramana Rao, Cristiana Vidal Accioly 2, Maite Duarte Leal Coutinho 3 RESUMO: Resultados de
Algorithms for Reducing the Waste Rate of Reinforcement Bars
Algorithms for Reducing the Waste Rate of Reinforcement Bars * 1, Won-Kee Hong 2 and Jin-Kyu Joo 3 1 Associate Professor, College of Architectural and Civil Engineering, Kyung Hee University, Korea 2 Assistant
CARBON FIBRE FUTURE CONFERENCE ADVANCED MATERIALS FOR ADVANCED MANUFACTURING
CARBON FIBRE FUTURE CONFERENCE ADVANCED MATERIALS FOR ADVANCED MANUFACTURING 01-03 MARCH 2017 CFRP-TIMBER COMPOSITE BEAM Mahbube Subhani Research Fellow Sustainable Infrastructure School of Engineering
NADBank News Vol. VIII, Edition 55, October 21, 2004
NADBank News Vol. VIII, Edition 55, October 21, 2004 In this edition: 1. NORTH AMERICAN DEVELOPMENT BANK SECRETARIA DE MEDIO AMBIENTE Y RECURSOS NATURALES COMISIÓN NACIONAL DEL AGUA (CNA) OFFICE OF HYDROLOGICAL
Keywords: Composite Beam, Friction contribution to horizontal shear connection, flexible connectors.
Gilson Queiroz et al. Civil Engineering Engenharia Civil Estimation of friction contribution in the behaviour of steel-concrete composite beams with flexible shear connectors Gilson Queiroz Dr. Mechanical
Our Solutions: Your Pool. DURADUR Based Reactive Resins
Our Solutions: Your Pool DURADUR Based Reactive Resins Product Properties at a Glance The faster way to a new floor. When selecting and specifying flooring, whether for new buildings or renovations, planners
May 3, 2011 BUILDING STRONG BUILDING STRONG ALBUQUERQUE DISTRICT. US Army Corps of Engineers. US Army Corps of Engineers
Upper Rio Grande Water Operations Model Present t& Future Work May 3, 2011 US Army Corps of Engineers US Army Corps of Engineers BUILDING STRONG ALBUQUERQUE DISTRICT URGWOM Website http://www.spa.usace.army.mil/urgwom/default.asp
Analytical study of a 2-span reinforced concrete beam strengthened with fibre reinforced polymer
Analytical study of a 2-span reinforced concrete beam strengthened with fibre reinforced polymer Lander VASSEUR Civil Engineer Magnel Laboratory for Concrete Research, Ghent University, Ghent, BELGIUM
PANAMA CANAL RESERVOIR WATER QUALITY EVALUATION STUDY
PANAMA CANAL RESERVOIR WATER QUALITY EVALUATION STUDY Billy E. Johnson, PhD, PE Research Civil Engineer Engineer Research and Development Center U.S. Army Corps of Engineers Vicksburg, MS. USA Barry W.
FIRE ASSESSMENT REPORT FAR 3929 ISSUE 4
1222 Moonshine Road Judgeford RD1 Porirua 5381 New Zealand T +64 4 237 1170 F +64 4 237 1171 branz@branz.co.nz www.branz.co.nz FIRE ASSESSMENT REPORT FAR 3929 ISSUE 4 FIRE RESISTANCE OF SNAP FIRE SYSTEMS
Harlequin Ballet barres
Wall-mounted single bracket 1,15 kg 43 Freephone: Harlequin is a registered trademark of British Harlequin plc, American Harlequin Corporation and. Harlequin Floors 02/2013. Wall-mounted double bracket
Replacing Existing Lock 4: Innovative Designs for Charleroi Lock
INFRASTRUCTURE SYSTEMS CONFERENCE CONFERENCE -- Replacing Existing Lock 4: Innovative Designs for Charleroi Lock LISA R. PIERCE, P.E. DAVE A. STENSBY, P.E. Project Managers INCA Engineers, Inc. STEVE R.
Geo24h. Buiding Service
Geo24h Buiding Service Sheet pile wall metallic and composite Special Foundations Dredging canals, rivers, lakes and quarries Dewatering with wells Wellpoint sistems Types of application The sheet pile
BEHAVIOUR OF SPIRAL REINFORCED LIGHTWEIGHT AGGREGATE CONCRETE COLUMNS
BEHAVIOUR OF SPIRAL REINFORCED LIGHTWEIGHT AGGREGATE CONCRETE COLUMNS M. H. Myat*, National University of Singapore, Singapore T. H. Wee, National University of Singapore, Singapore 32nd Conference on
Influence of column cross section and eccentricity of compression load in structural behaviour of two pile caps
Volume 2, Number 4 (December, 2009) p. 306-325 ISSN 1983-4195 Influence of column cross section and eccentricity of compression load in structural behaviour of two pile caps Influência das dimensões da
Headache or Blessing!
Sheet Pile as a Channel Lining Material Headache or Blessing! Floodplain Management Association Conference September 9, 2015 BEFORE AFTER Sheet Pile - Typical Uses Sheet Pile - Retaining Structures Sheet
DISTRICT OF TOFINO BARRS MOUNTIAN RESERVOIR REPLACEMENT PROJECT. Attached, please find Addendum # 1 for the above noted project.
DATE DESTINATION EMAIL NO OF PAGES (INCL THIS PAGE) FILE January 13, 2017 n/a 11 2231-35306-02 TO FROM ALL DOCUMENT HOLDERS C. Pogson COMPANY CITY ORIGINALS TO BE: Filed Mailed Couriered OTHER (SPECIFY)
Influence of Longitudinal FRP Straps on the Behaviour of Circularised and FRP Wrapped Square Hollow RC Concrete Specimens
Proc. 1 st International Conference on Structural Engineering Research (icser 2017) 20-22 Nov 2017, Sydney, Australia ISBN: 978-0-6480147-6-8 Influence of Longitudinal FRP Straps on the Behaviour of Circularised
Licensed Copy: Sheffield University, University of Sheffield, 23 October 2002, Uncontrolled Copy, (c) BSI
BRITISH STANDARD Structural use of concrete Licensed Copy: Sheffield University, University of Sheffield, 23 October 2002, Uncontrolled Copy, (c) BSI Part 3: Design charts for singly reinforced beams,
Sanitizer resistance of biofilm-forming Salmonella isolated from meat products
Arq. Bras. Med. Vet. Zootec., v.67, n.2, p.642-646, 2015 Communication [Comunicação] Sanitizer resistance of biofilm-forming Salmonella isolated from meat products [Resistência de Salmonella formadora
FLOOR AND ATTACHED COMPONENT SEISMIC AMPLIFICATION FACTORS FROM NONLINEAR TIME-HISTORY ANALYSIS
The th October -,, Beijing, China FLOOR AND ATTACHED COMPONENT SEISMIC AMPLIFICATION FACTORS FROM NONLINEAR TIME-HISTORY ANALYSIS R.K. Dowell, J.W. Smith and T.C. Hutchinson Assistant Professor, Dept.
TMG PC Strands, Wire & Bar
TMG PC Strands, Wire & Bar TMG PC Strands Low Relaxation Strands TMG 7-wire Low Relaxation Strands is renowned for its high quality and reliability. Our ability to meet numerous international standards
Flexural Behavior of Reinforced Concrete Beams Strengthened with CFRP Sheets and Epoxy Mortar
University of New Haven Digital Commons @ New Haven Civil Engineering Faculty Publications Civil Engineering 8-2008 Flexural Behavior of Reinforced Concrete Beams Strengthened with CFRP Sheets and Epoxy
X/F. File number: 16/ Part 2. Tested on: 21 November Solicitor: RF Technologies, S.A Lange Ambachtstraat 40 B-9860 Oosterzele Belgium
LGAI LGAI Technological Center, S.A. Campus UAB Ronda de la Font del Carme, s/n Apartado de Correos 18 E - 08193 Bellaterra (Barcelona) T +34 93 567 20 00 F +34 93 567 20 01 www.appluslaboratories.com
Strengthening of RC Beams by Wrapping FRP on Steel Bars
Strengthening of RC Beams by Wrapping FRP on Steel Bars Manju R. M.Tech student Dept. of Civil Engineering, IIET Kerala 686 691, India Shanavas S. Associate Professor Dept. of Mechanical Engineering, YCE,
The Green Industry Solution. Presented by Printec International Trading
The Green Industry Solution Presented by Printec International Trading Turning the Green Ideal into Reality As we learn more about climate change and the threat of global warming, it becomes clear that
BluGeo FiReP GRP Ground Systems ANCHORS AND SOIL NAILS
BluGeo FiReP GRP Ground Systems ANCHORS AND SOIL NAILS GRP CONTINUOUSLY THREADED BAR SYSTEMS WHAT IS IT? BluGeo GRP Ground Systems are Glass-Fibre Reinforced Plastic (GRP) continuously threaded bar system
RECTIFICATION OF WATERPROOFING IN AGED SWIMMING POOLS ON ROOFTOPS & ABOVE CAR PARKS WITH FRP. Jeda Pte Ltd Tel:
RECTIFICATION OF WATERPROOFING IN AGED SWIMMING POOLS ON ROOFTOPS & ABOVE CAR PARKS WITH FRP Jeda Pte Ltd Tel: 6275 0040 http://jeda.com.sg ISSUES WITH LEAKING SWIMMING POOLS Most swimming pools in condominiums
Economically Priced Insulation For Domestic Heating & Plumbing Economically priced insulation for domestic heating and plumbing
Economically priced insulation for domestic heating and plumbing The robust insulation for energy conservation and frost protection Tubolit is a high quality CFC and HCFC free, silver grey, fl exible closed
Electronic Trip Unit Disparador por sobreintensidad electrónico Déclencheur électronique
s Electronic Unit Disparador por sobreintensidad electrónico Déclencheur électronique U.S. Cat. No. Euro Order No. Item: CDT3N _ 3VL9-6GB38 CDT3P _ 3VL9-6GE38 CDT3U _ 3VL9-6GH38 CDT3X _ 3VL9-6GD38 CFT3N
DISTRICT HEATING AND COOLING FROM RENEWABLE & WASTE ENERGY IN BARCELONA
DISTRICT HEATING AND COOLING FROM RENEWABLE & WASTE ENERGY IN BARCELONA David Serrano, CEO, Districlima CEO, Objectives Urban level: level: High quality multifunctional urban spaces (through urban revitalisation
Composite Rods as a Steel Substitute in Concrete Reinforcement
Composite Rods as a Steel Substitute in Concrete Reinforcement C. Gonilho Pereira 1,a, R. Fangueiro 2,b, S. Jalali 1,c, M. Araújo 2,d, P. Marques 2,e 1 University of Minho, Department of Civil Engineering,
Flexural Behaviour of Composite Girders Using FRP and Precast Ultra-High-Strength Fiber-Reinforced Concrete Slabs
Flexural Behaviour of Composite Girders Using FRP and Precast Ultra-High-Strength Fiber-Reinforced Concrete Slabs S.V.T. Janaka Perera 1*, Hiroshi Mutsuyoshi 1 and Nguyen Duc Hai 2 1 Saitama University,
CRG CONSERVE RESOURCES GROUP ECO ENVIRONMENTAL ENGINEERING TECHNOLOGIES. CRG Water Division Humanitarian Department
Water Division Humanitarian Department BLCG Water Resources Ltd BLCG Humanitarian Ltd Peace Times Installations of WTM Modules VILLAGE APPLICATION Rural Areas or Villages outside the City Using Model :
1727 workers provide construction services and technical assistance in 19 countries.
Construction Sector The construction sector takes in, among other activities, engineering-geological research applied to construction, drawing up designs for construction and setting up activities, construction
Technological modeling and management of the re-circulating water system for light industry finishing enterprises
ISSN 0798 1015 HOME Revista ESPACIOS! ÍNDICES! A LOS AUTORES! Vol. 38 (Nº 36) Año 2017. Pág. 2 Technological modeling and management of the re-circulating water system for light industry finishing enterprises
INTERACTION OF RC FRAMES AND INFILL MASONRY WALLS UNDER SEISMIC LOADS
Hazard Mitigation Of Civil Infrastructure INTERACTION OF RC FRAMES AND INFILL MASONRY WALLS UNDER SEISMIC LOADS Luis Omar Rubio The University of Texas at Arlington Earthquakes Hazard Hazard Mitigation
OPERATIONAL PLANNING AND MANAGEMENT OF DROUGHT RISK Experiences in the Autonomous Region of Madrid, Spain
OPERATIONAL PLANNING AND MANAGEMENT OF DROUGHT RISK Experiences in the Autonomous Region of Madrid, Spain Francisco Cubillo Canal de Isabel II Deputy Director of Research, Development and Innovation March
ISO INTERNATIONAL STANDARD. Fibre-reinforced polymer (FRP) reinforcement of concrete Test methods Part 1: FRP bars and grids
INTERNATIONAL STANDARD ISO 10406-1 First edition 2008-12-15 Fibre-reinforced polymer (FRP) reinforcement of concrete Test methods Part 1: FRP bars and grids Polymère renforcé par des fibres (PRF) pour
Electronic Trip Unit Disparador por sobreintensidad electrónico Déclencheur électronique
s Electronic Unit Disparador por sobreintensidad electrónico Déclencheur électronique Installation Instructions / Instructivo de Instalación U.S. Cat. No. Euro Order No. Item: CMT3N _ 3VL96-6GB39 CMT3P
Estimating Material Requirements
A CMI Technical White Paper Ben Brown January 2007 Physical properties are defined by ASTM testing standards, The Aluminum Association Design Manual, and/or standard engineering practice. The values shown
ENGINEERING AND CONSTRUCTION BULLETIN
ENGINEERING AND CONSTRUCTION BULLETIN No. 2011-9 Issuing Office: CECW-EC Issued: 31 May 2011 Expires: 30 May 2013 Subject: Development and Approval of Independent Government Estimate (IGE) for Contract
Fixed Supports in Assessment of RC Beams Behavior Under Combined Shear and Torsion
International Journal of Applied Science and Technology Vol. 1 No. 5; September 2011 Fixed Supports in Assessment of RC Beams Behavior Under Combined Shear and Torsion Abstract Sayed Behzad Talaeitaba
About the use of semi-continuity to remove fireproof coatings in simply supported composite steel and concrete beams
Volume 11, Number 2 (April 2018) p. 296 306 ISSN 1983-4195 http://dx.doi.org/10.1590/s1983-41952018000200005 About the use of semi-continuity to remove fireproof coatings in simply supported composite
CHARACTERIZATION OF INSULATION CORKBOARD OBTAINED FROM DEMOLITIONS
L. Gil, P. Silva Characterization of Insulation Corkboard Obtained from Demolitions CHARACTERIZATION OF INSULATION CORKBOARD OBTAINED FROM DEMOLITIONS L. Gil*, P. Silva Laboratório Nacional de Energia
Hydrological Cycle Management to Reduce the Effects of Drought in the Rio Grande Basin
Hydrological Cycle Management to Reduce the Effects of Drought in the Rio Grande Basin By : Sergio Soto-Priante Mexico March 2010 Bravo River Basin (Mexican side) Presa La Amistad Presa Luis L León Presa
fischer Test Report Fixing Tests for
fischer Test Report Fixing Tests for Testing into Forticrete Hi-Light Block 1 Introduction 1.1 Contents 1.2 Test Parameters 2 Fixing Products tested. 2.1 fischer FIS V360 S Injection Resin 2.2 fischer
EVOLUTION OF REMAINING COMPRESSIVE STRENGTH OF FIBER REINFORCED HIGH STRENGTH CONCRETE UNDER FATIGUE EFFORTS
BEFIB2012 Fibre reinforced concrete Joaquim Barros et al. (Eds) UM, Guimarães, 2012 EVOLUTION OF REMAINING COMPRESSIVE STRENGTH OF FIBER REINFORCED HIGH STRENGTH CONCRETE UNDER FATIGUE EFFORTS Jesús Mínguez
NADBank News Vol. VIII, Edition 40, August 31, 2004
NADBank News Vol. VIII, Edition 40, August 31, 2004 1. GOVERNMENT OF THE STATE OF BAJA CALIFORNIA NORTH AMERICAN DEVELOPMENT BANK XVII CITY COUNCIL OF MEXICALI CONSEJO DE URBANIZACIÓN MUNICIPAL DE MEXICALI
MEETING MINUTES IADC
MEETING MINUTES IADC Date 20 TH August, 2014 Location Brasilia Visiting: Ministry of Civil Aviation Moreira Franco, Minister for Civil Aviation; Juliano Noman, Secretary for the Ministry of Civil Aviation
Questions with solution
Questions with solution Q 1: The rectangular beam of width, 250 mm is having effective depth of 317 mm. The concrete grade is M20 and the grade of reinforcing steel is Fe415. The moment capacity of the