Successful Approach to the Repair of Reinforced Concrete Support Structures in Delayed Coking Units
|
|
- Magdalene McCarthy
- 8 years ago
- Views:
Transcription
1 Successful Approach to the Repair of Reinforced Concrete Support Structures in Delayed Coking Units Thomas Kline Director- Concrete Repair Solutions STRUCTURAL TECHNOLOGIES, LLC Houston, Texas USA November 11, 2015 Bahrain
2 Structure Elements of Interest within Delayed Coking Units Octagonal or Circular Penetrations Switch Deck Head Deck Columns Beams Coke Pits Sluiceways & Railroad Tracks Anchorages
3 Coker Unit Common Industry Coker Octagonal or Circular Slab Penetration Problems
4 Coker Unit Common Industry Coker Head Deck Problems
5 Coker Unit Common Industry Coker Columns Problems
6 Coker Unit Common Industry Anchor Bolts Problems
7 Grouting Coker Unit Common Industry Problems
8 Coker Unit Common Industry Coke Pits Problems
9 Coker Unit Common Industry Coke Chute Problems
10 Coker Unit Common Industry Coke Pit Floor Problems
11 Coker Unit Common Industry Coker Railway & Sluiceway Problems
12 Coker Unit Common Industry Coker Fireproofing Problems
13 Coker Unit Common Industry Supporting Coke Drums Problems
14 Coker Unit Common Industry Material Selection Problems
15 Deterioration & Damage Mechanisms Elevated Temperatures Mass Concrete Shrinkage Dynamic Loading Impact Damage Fire Damage Corrosion-Induced Deterioration Failed Patch Repairs
16 Thermocouple/Infrared Thermometer Readings Higher Temperatures Heat Lower Temperatures
17 Measured Temperatures on Octagonal or Circular Penetration Faces 308ºF (153 o C) 273ºF (134 o C) 160ºF (71 o C)
18 Microcracking of Cover Concrete Desiccated Cover Concrete Moisture Stable Concrete
19 Fire Damage Aggregate swells H 2 O to steam Chemical change
20 Impact Damage Impact of steel bucket edge on Coke Pit Walls and Basin Front-end loaders on Basin
21 Factors Leading to Corrosion within Coke Drum Support Structures Cast-in-chlorides Air-borne chlorides High temperature Moist/wet conditions inherent to process Shortcut access of elements through cracks High concentration of CO 2
22 Chloride-Induced Corrosion oxygen, chlorides moisture Crack
23 Carbonation-Induced Corrosion Carbon dioxide moisture ph 13 ph 10 ph decreases
24 Critical Unit Event Scenarios Dynamic & Vibration Process Loading Explosion/Fire Hurricane/Tornado High Winds Earthquake
25 Concrete Repair is a Process! Cause & Effect Repair required? YES Condition Survey Repair Analysis Repair Strategy Defect, damage or deterioration Safety Structural catastrophy Use disfunction Evaluate Quantify Owner Criteria Urgency Cost Expectations Useful life Aesthetics Methods Surface repair Stabilization Strengthening Waterproofing Protection Leakage Settlement Deflection Wear Spall Disintegration Crack Leakage Effects on environment Aesthetics Preventive maintenance Document Engineering Criteria Structural req. Effect Constructability Environment Safety Techniques Materials Repair
26 Fast-Track & Turn-Key Opportunity Condition Evaluation, Site Presentation & Order of Magnitude Repair Costs Engineering Repair & Rehabilitation On Line and/or Turnaround Repairs Quality Assurance & Quality Control
27 Condition Survey Field Investigation Visual Inspection - Site Survey Acoustic Impact Testing Rebound Hammer Testing Pachometer/GPR Survey Ultrasonic Testing (UPV and/or IE) Sample Extraction Anchor Bolt Testing Laboratory Tests ph Testing and Carbonation Depth Determination Chloride Ion Content Compressive Strength Testing
28 Condition Survey (continued)
29 Anchor Bolt In-situ Testing Employing Ultrasonic Technology Anchor Bolt tops are ground smooth & plane. A Technician then attaches a Transducer to the prepared surface for a flaw detection reading.
30 Finite Element Analysis
31 Engineered Coke Drum Support Structure Shoring Plan
32 Special Considerations for Coker Repairs Determine need for shoring Corrosion protection: use of sacrificial discreet anodes Mechanical anchorage of substrate and repair material
33 Thermal Insulating Detail for Octagonal or Circular Slab Opening Repairs
34 Formed Deep Repair Detail for Beams and Columns
35 Octagon Wall Repair Octagon Wall: Before Flying Form Work Octagon Wall: During Octagon Wall: After
36 Coker Column Repairs Demo Formed Repaired
37 Anchor Bolt Repair Before After
38 Coker Unit Restoration Alternatives Despall Structure
39 Coker Unit Restoration Alternatives Pre-cast Panelized Repair of Coke Pit Walls
40 Coker Unit Restoration Alternatives Column Strengthening
41 Coker Unit Restoration Alternatives Flexural Strengthening External P-T Encased in Concrete Before After
42 Coker Unit Restoration Alternatives Repair-In-Kind
43 Rehabilitation Project Solutions Before During After 22
44 Rehabilitation Project Solutions Before During After 24
45 Rehabilitation Project Solutions Before During After 25
46 Rehabilitation Project Solutions Before After
47 Questions? Successful Approach to the Repair of Reinforced Concrete Support Structures in Delayed Coking Units Thomas Kline Director- Concrete Repair Solutions STRUCTURAL TECHNOLOGIES, LLC Houston, Texas USA November 11, 2015 Bahrain
Structural Audit of Buildings
International Journal of Civil Engineering Research. ISSN 2278-3652 Volume 5, Number 4 (2014), pp. 411-416 Research India Publications http://www.ripublication.com/ijcer.htm Structural Audit of Buildings
More informationChapter 7: Pavement Rehabilitation 7-1 Asphalt Pavement Overlays 7-1 Surface Preparation Methods 7-2 Concrete Pavement Preparation 7-3 Recycling
7-1 Asphalt Pavement Overlays 7-1 Surface Preparation Methods 7-2 Concrete Pavement Preparation 7-3 Recycling Asphalt Pavements 7-7 Chapter 7 Pavement Rehabilitation Pavement rehabilitation can be accomplished
More informationExterior Elevated Elements Inspection Guidelines
Exterior Elevated Elements Inspection Guidelines Planning and Development 1. Guideline Purpose These guidelines are intended to assist practicing professionals in complying with Berkeley Municipal Code
More informationChapter 2 Basis of design and materials
Chapter 2 Basis of design and materials 2.1 Structural action It is necessary to start a design by deciding on the type and layout of structure to be used. Tentative sizes must be allocated to each structural
More informationMEMORANDUM. 1509 West Swann Avenue, Suite 225 Tampa, Florida 33606 Phone (813) 258-8818 Fax (813) 258-8525
1509 West Swann Avenue, Suite 225 Tampa, Florida 33606 Phone (813) 258-8818 Fax (813) 258-8525 To: From: Date: Subject: Mr. Thomas Gibson, City of St. Petersburg Jeffrey D. Malyszek, PE and Deborah C.
More informationField Damage Inspection and Static Load Test Analysis of Jiamusi Highway Prestressed Concrete Bridge in China
Advanced Materials Research Vols. 163-167 (2011) pp 1147-1156 Online available since 2010/Dec/06 at www.scientific.net (2011) Trans Tech Publications, Switzerland doi:10.4028/www.scientific.net/amr.163-167.1147
More informationBuilding Diagnostic Tests as Assessment Tools 診 斷 樓 宇 狀 況 的 測 試 : 樓 宇 檢 驗 的 評 估 工 具
Building Diagnostic Tests as Assessment Tools 診 斷 樓 宇 狀 況 的 測 試 : 樓 宇 檢 驗 的 評 估 工 具 presented by Ir Samson K.Y. WONG Senior Accreditation Officer, Hong Kong Accreditation Service, Innovation and Technology
More informationSTAYFLEX CORROSION CONTROL AND THERMAL INSULATION SYSTEM
STAYFLEX CORROSION CONTROL AND THERMAL INSULATION SYSTEM Installed in Pre-engineered Steel Buildings Provides Lowest Cost Construction Method for CORROSIVE AND WET Environments PREFERRED SOLUTIONS, INC.
More informationPERFORMANCE GUIDELINES
1. Foundation/Basement 17 PERFORMANCE GUIDELINES 1. FOUNDATION/BASEMENT 1.1 Efflorescence on concrete or masonry surfaces Efflorescence is the formation of a white crystalline or powdery deposit on the
More informationGARDEN CITY SKYWAY SUBSTRUCTURE REHABILITATION
GARDEN CITY SKYWAY SUBSTRUCTURE REHABILITATION Issam ElKhatib, P.Eng., Dennis Baxter, P.Eng. Totten Sims Hubicki Associates, Canada Abstract The rehabilitation history of the Garden City Skyway Bridge
More informationUniversity of Missouri Hospitals and Clinics. Structural Repair and Protection of Post-tensioned Parking Garage
University of Missouri Hospitals and Clinics Structural Repair and Protection of Post-tensioned Parking Garage 1 University of Missouri Project The University of Missouri Health Care Patient and Visitor
More informationPrecast Concrete Parking Structures
Precast Concrete Parking Structures Durability starts at the joints BY DAVID C. MONROE AND JOSEPH L. WHITE Parking structures comprise the largest market segment for the structural precast, prestressed
More informationAPPLICATION: This technical note should be consulted before any of the methods described in REMR Technical Notes CS-MR-3.2 through 3.11 are applied.
REl!RTECHNICAL NOTE CS-fY lr-3,1 SELECTION OF A CRACK REPAIR I v!ethod PURPOSE: To point out essential considerations in selecting a method for repair of cracks in concrete structures and to provide general
More informationCAUSES, EVALUATION AND REPAIR OF CRACKS IN CONCRETE
3.0 Causes and control of cracking: 3.1 Plastic Shrinkage Cracking: It occurs within 1 to 8 hours after placing, when subjected to a very rapid loss of moisture caused by a combination of factors, which
More informationFire Damage Evaluation. Concrete Garage. Vehicular fires in parking garages are not an
Fire Damage Evaluation and Repair of Precast Concrete Garage By Alfredo E. Bustamante and Michael W. Lee Vehicular fires in parking garages are not an infrequent event. Research by the authors indicates
More informationFoundations 65 5 FOUNDATIONS. by Richard Chylinski, FAIA and Timothy P. McCormick, P.E. Seismic Retrofit Training
Foundations 65 5 FOUNDATIONS by Richard Chylinski, FAIA and Timothy P. McCormick, P.E. 66 Foundations Foundations 67 FOUNDATIONS Let's assume that the retrofit has been done correctly from the roofline
More informationHSE Information Sheet. Advice on acceptance criteria for damaged Passive Fire Protection (PFP) Coatings. Offshore Information Sheet No.
HSE Information Sheet Advice on acceptance criteria for damaged Passive Fire Protection (PFP) Coatings Offshore Information Sheet No. 12/2007 Introduction...2 Background...2 Additional information...3
More informationConcrete Repair. Applications and Procedures
Concrete Repair Applications and Procedures Objectives Identify what surface preparation is needed Identify typical modes of failure and testing methods How to choose the correct material for the repair
More informationCauses and Repair Method
Point Shilshole Condominium Building Concrete Deterioration Causes and Repair Method KAMRAN M. NEMATI, PH.D., P.E. CONSULTING CIVIL ENGINEER Copyright (2006) P.O. Box 95233 Seattle, Washington 98145-2233
More informationStructural Assessment Report
Report Dallas Township Elementary School Dallas, Pennsylvania (JBCI Project No. 144911) 1655 Suburban Station Building 1617 John F. Kennedy Boulevard Philadelphia PA 19103 215 665 0497 5 Sandwood Drive
More informationPART E SPECIFICATIONS
PART E SPECIFICATIONS Page 1 of 5 PART E - SPECIFICATIONS GENERAL E1. APPLICABLE SPECIFICATIONS, STANDARD DETAILS AND DRAWINGS E1.1 The City of Winnipeg Works and Operations Division Standard Construction
More informationRepair and Rehabilitation of Nehru Memorial College of K.V.G. Group of Institutions at Mangalore - A Case Study
Repair and Rehabilitation of Nehru Memorial College of K.V.G. Group of Institutions at Mangalore - A Case Study Surresh Chandra Pattanaik ab, E. Gopal Krishnan b and Mohan Kumar c a School of Civil Engineering,
More informationChapter 3 Pre-Installation, Foundations and Piers
Chapter 3 Pre-Installation, Foundations and Piers 3-1 Pre-Installation Establishes the minimum requirements for the siting, design, materials, access, and installation of manufactured dwellings, accessory
More informationChapter 5 Bridge Deck Slabs. Bridge Engineering 1
Chapter 5 Bridge Deck Slabs Bridge Engineering 1 Basic types of bridge decks In-situ reinforced concrete deck- (most common type) Pre-cast concrete deck (minimize the use of local labor) Open steel grid
More informationSTRUCTURAL ASSESSMENT. Full Metal Jacket Building 0 Prince Street, Alexandria, VA
STRUCTURAL ASSESSMENT FOR Full Metal Jacket Building 0 Prince Street, Prepared by: ALPHA CORPORATION (Alpha) 1850 S. Loudoun Street, Suite 200 Winchester, VA 22601 540-723-0704 September 22, 2010 J. Michael
More informationCondition assessment and repair of antenna towers concrete foundations
Condition assessment and repair of antenna towers concrete foundations I. Banjad Pecur, N. Stirmer & B. Milovanovic Department of materials, Faculty of Civil Engineering, University of Zagreb, Zagreb,
More informationUSE OF MICROPILES IN TEXAS BRIDGES. by John G. Delphia, P.E. TxDOT Bridge Division Geotechnical Branch
USE OF MICROPILES IN TEXAS BRIDGES by John G. Delphia, P.E. TxDOT Bridge Division Geotechnical Branch DEFINITION OF A MICROPILE A micropile is a small diameter (typically less than 12 in.), drilled and
More informationBuilding Restoration
Ar. Pallavi Sharma Research Scholar, Amity School of Architecture and Planning, Amity University, Haryana, India ABSTRACT Building restoration describes the process of the renewal and refurbishment of
More informationStructural Failures Cost Lives and Time
Structural Failures Cost Lives and Time Recent failures of storage bins, silos and other structures highlight the need to increase awareness of hazards associated with these structures. Since 2010, one
More informationSITE INVESTIGATION FACILITIES
SITE INVESTIGATION FACILITIES Drilling Hydraulic rotary & calax drilling rigs100/150mm Diameter boreholes having drilling capacity up to 200m depth. Auger drilling 100/150mm diameter boreholes up to maximum
More informationCONDITION ASSESSMENT OF BUILDINGS FOR REPAIR AND UPGRADING
CONDITION ASSESSMENT OF BUILDINGS FOR REPAIR AND UPGRADING Prepared under:- GoI-UNDP Disaster, Risk Management Programme National Disaster Management Division Ministry of Home Affairs, Government of India
More informationBuilding Condition Assessment: 215-219 West Lexington Street Baltimore, Maryland
KPA The Joint Venture of EBA Engineering, Inc. and Kennedy Porter & Associates, Inc. 4813 Seton Drive, Baltimore, MD 21215 Phone: (410-358-7171) Fax: (410)358-7213 Building Condition Assessment: Baltimore,
More information-SQA-SCOTTISH QUALIFICATIONS AUTHORITY HIGHER NATIONAL UNIT SPECIFICATION GENERAL INFORMATION
-SQA-SCOTTISH QUALIFICATIONS AUTHORITY HIGHER NATIONAL UNIT SPECIFICATION GENERAL INFORMATION -Unit number- 4420798 -Unit title- CONSTRUCTION TECHNOLOGY 2: SUBSTRUCTURE AND REMEDIAL WORKS -Superclass category-
More informationPOWER TRAINING TECHNICIANS FOR WIND TURBINES INSPECTION, REPAIR AND MAINTENANCE
TO THE WIND POWER INDUSTRY The training is organized in one of the most modern training centers Only modern and innovative materials, tools and equipment are being used. All training classes and laboratories
More informationFOAMULAR LT40, 400 and 600 insulations with minimum compressive strengths of
Technical Guide FOAMULAR Extruded Polystyrene Insulation For Cold Storage Applications FOAMULAR extruded polystyrene insulation is suitable for virtually all cold storage insulating needs, including floors,
More informationStrengthening of Large Storage Tank Foundation Walls in an Aggressive Environment by External Post-tensioning. May 7th 2013: Dominique Deschamps
Strengthening of Large Storage Tank Foundation Walls in an Aggressive Environment by External Post-tensioning May 7th 2013: Dominique Deschamps Scope of the paper Presentation of the project Cause of cracks
More informationDisputes and Claims. 3 Processes Dispute Resolution and Administrative Claims Process
Disputes and Claims 3 Processes Dispute Resolution and Administrative Claims Process Default Process C&MS 108.02 Partnering OR PN 108 -Dispute Review Board (DRB) Considered for use on projects over $20
More informationEvaluating. A Case Study
A Case Study Evaluating by Richard B. Stoddard, Washington State Department of Transportation In December 2002, a railroad tanker collision caused a fire under a prestressed concrete girder bridge crossing
More informationConcrete Repair and Protection
Concrete Repair and Protection with Remmers Systems Cleaning Equipment Cleaning Chemicals Corrosion Inhibitors Repair and Re-profiling Mortars Protective Impregnations and Coatings Repair and Protection
More informationSPECIAL COMPOUND FOR RHEOPLASTIC AND ANTI-CORROSION SUPERCONCRETE WITH VERY HIGH DURABILITY
BS 40 M6 MuCis mono SPECIAL COMPOUND FOR RHEOPLASTIC AND ANTI-CORROSION SUPERCONCRETE WITH VERY HIGH DURABILITY LE CE LE type: "expansive binder which allows the production of extremely fluid concrete
More informationNational Council of Examiners for Engineering and Surveying. Principles and Practice of Engineering Structural Examination
Structural Effective Beginning with the April 2011 The structural engineering exam is a breadth and exam examination offered in two components on successive days. The 8-hour Vertical Forces (Gravity/Other)
More informationDraft Table of Contents. Building Code Requirements for Structural Concrete and Commentary ACI 318-14
Draft Table of Contents Building Code Requirements for Structural Concrete and Commentary ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318 14) Chapter 1 General 1.1 Scope of ACI 318
More informationBuilding Condition Assessment: 109-111 North Howard Street Baltimore, Maryland
KPA The Joint Venture of EBA Engineering, Inc. and Kennedy Porter & Associates, Inc. 4813 Seton Drive, Baltimore, MD 21215 Phone: (410-358-7171) Fax: (410)358-7213 Building Condition Assessment: Baltimore,
More informationNON-DESTRUCTIVE METHODS. CE 165: Concrete Materials and Concrete Construction
NON-DESTRUCTIVE METHODS NON-DESTRUCTIVE METHODS Purpose: quick assessment of the structure Non-Destructive Techniques Many industrialized nations currently dedicate a considerable portion of the construction
More informationJune 2007 CHAPTER 7 - CULVERTS 7.0 CHAPTER 7 - CULVERTS 7.1 GENERAL
7.0 7.1 GENERAL For the purpose of this manual, culverts are defined as structures that are completely surrounded by soil and located below the surface of the roadway parallel to the general direction
More informationPELHAM MEMORIAL HIGH SCHOOL STONE FAÇADE REPORT. November 2007
PELHAM MEMORIAL HIGH SCHOOL STONE FAÇADE REPORT November 2007 PURPOSE OF INVESTIGATION Determine possible locations of moisture intrusion into and through facade. Determine cause of horizontal and vertical
More informationOVERVIEW OF TMH19: DRAFT STANDARD FOR THE VISUAL ASSESSMENT OF ROAD STRUCTURES
ROAD PAVEMENTS FORUM TWENTY-FIFTH MEETING 7 May 2013 OVERVIEW OF TMH19: DRAFT STANDARD FOR THE VISUAL ASSESSMENT OF ROAD STRUCTURES Michael Roux (CSIR Built Environment) Acknowledgements SANRAL Team Members:
More informationBRIDGE REHABILITATION TECHNIQUES
BRIDGE REHABILITATION TECHNIQUES Yogesh Chhabra, General Manager, The D S Brown Company, 57 Pioneer Road, Singapore 628508 Web www.dsbrown.com E-Mail ychhabra@dsbrown.com.sg Ph. +6598444104, +6565588111
More informationEAST LYME HIGH SCHOOL
Overview: 1971 N 1966 GYM 1966 CLASSROOM WING 1966 AUD. 1971 GYM 1998 1998 POOL EAST LYME HIGH SCHOOL Original 1966 Building: The original East Lyme High School was constructed in 1966 and was composed
More informationBUTE Department of Construction Management and Technology
BUTE Department of Construction Management and Technology 02.10.2012 Definition 1: Foundation: The structure, that transmits the load of the building to the soil Definition 2: Load bearing soil (strata):
More informationWaterproofing System for Wastewater Tanks in Petrochemical Industries and Refineries
Waterproofing System for Wastewater Tanks in Petrochemical Industries and Refineries Introduction Wastewater of petrochemical industries and refineries contains high amounts of emulsified aliphatic or
More informationSteel Pole & Tower Assessment & Remediation Turnkey Solutions for Aging Steel Infrastructure
Steel Pole & Tower Assessment & Remediation Turnkey Solutions for Aging Steel Infrastructure Understanding and Addressing the Risks of Aging Steel T&D Assets Once thought to be permanent structures free
More informationInvestigation of Foundation Failure. Step 1 - Data Collection. Investigation Steps
Foundations on Expansive Clay Soil Part 3 - Investigation of Failed Foundations Presented by: Eric Green, P.E. Structural Engineer Slide 1 Copyright Eric Green 2005 Investigation of Foundation Failure
More informationReference: BRM-00220488-A0 July 18 th, 2014. Cursory Visual Review of Various Below Grade Spaces and Exposed Foundation Walls
Reference: BRM-00220488-A0 July 18 th, 2014 Toronto Catholic District School Board 80 Sheppard Avenue East Toronto, Ontario M2N 6E8 Re: 1.0 Introduction Exp Services Inc. (exp) was retained by the Toronto
More information1.054/1.541 Mechanics and Design of Concrete Structures (3-0-9) Outline 1 Introduction / Design Criteria for Reinforced Concrete Structures
Prof. Oral Buyukozturk Massachusetts Institute of Technology Outline 1 1.054/1.541 Mechanics and Design of Concrete Structures (3-0-9) Outline 1 Introduction / Design Criteria for Reinforced Concrete Structures
More information~iffiui ~ Bridge Condition Survey. Inspection Date: 21 May 2003 District: San Angelo County: Tom Green Highway:
Texas Depadment of Transpo,tation Bridge Condition Survey Inspection Date: 21 May 2003 District: San Angelo County: Tom Green Highway: Irving Street Facility Name: Lone Wolf Bridge Structure Number: B00315-031
More informationRe: Damages to Alaska Building from Legislative Information Office Construction
510 L Street Suite 200 Anchorage, AK 99501-1949 (907) 274-22362236 Phone (907) 274-25202520 Fax www.bbfm.com July 22, 2015 Jim Gottstein Alaska Building 406 G Street, Suite 206 Anchorage, AK 99501 Re:
More informationProtecting Your Pools Crack Treatments
1 Protecting Your Pools Crack Treatments Scuba Pool Repair Inc. 800 Cristich Lane Campbell, CA 95008 Phone: 408-866-1945 Fax: 408-866-1931 Email: office@scubapoolrepair.com www.scubapoolrepair.com Scuba
More informationThe International Journal Of Science & Technoledge (ISSN 2321 919X) www.theijst.com
THE INTERNATIONAL JOURNAL OF SCIENCE & TECHNOLEDGE Retrofitting of Fire Affected Structural Member in Multistorey Buildings Chandrakant PG Scholar, Department of Civil Engineering S.D.M. College of Engineering
More informationExternal Wrapping of Steel Riser Pipe. Case Study HJ3 CS200902
External Wrapping of Steel Riser Pipe Case Study HJ3 CS200902 Introduction Refineries process a wide variety of petroleum products. As part of the process, they rely on cooling towers, which recycle water
More informationTHE ULTRASONIC TOMOGRAPHY TESTS OF CONCRETE IN FOUNDATION SLAB
THE ULTRASONIC TOMOGRAPHY TESTS OF CONCRETE IN FOUNDATION SLAB Krzysztof SCHABOWICZ 1, Jerzy HOLA 1, Dariusz STYS 1 1 Institute of Building Engineering, Wrocław University of Technology, Wybrzeże Wyspiańskiego
More informationTechnical Assignment 2 TABLE OF CONTENTS
2 TABLE OF CONTENTS Executive Summary...3 Introduction..5 Gravity Loads......6 Design Codes......7 Materials..8 Existing Structural System.. 10 Existing Floor System 15 Alternate Floor Framing Systems...17
More informationQuality Assurance Concepts. Outline
Quality Assurance Concepts Peter C. Taylor Outline What is quality? Who cares? How do we get it? What is the important stuff? 1 Defining Quality Simple Definition (Philip Crosby) Quality: Conformance to
More informationSitar Construction believes that each and every project is of the utmost importance. We take pride in the fact that we perform our services with the
Industrial Services Sitar Construction believes that each and every project is of the utmost importance. We take pride in the fact that we perform our services with the highest level of Safety and Quality
More informationMold Preventing I nterior System
interior insulation and renovation boards A system of components that have been designed to work perfectly together to repair damage caused by mold. The system consists of boards, insulation wedges, reveal
More informationOlinda Outdoor Pool - Structural Review
Report Olinda Outdoor Pool - Structural Review Prepared for Yarra Ranges Shire Council By Beca Pty Ltd ABN: 85 004 974 341 13 May 2014 Beca 2014 (unless Beca has expressly agreed otherwise with the Client
More informationSika FerroGard -903 + The Unique Multi-Functional Surface Applied Corrosion Inhibitor for Reinforced Concrete. Innovation & Consistency.
FerroGard -903 + The Unique Multi-Functional Surface Applied Corrosion Inhibitor for Reinforced Concrete Innovation & Consistency since 1910 Corrosion in Reinforced Concrete Structures Aggressive Influences
More informationStructural Foundation System
Structural Foundation System SLABTEK, a technological advancement in foundation designs for residential and lightweight commercial structures SlabTek is a patent allowed process for concrete foundations
More informationHEDDERMAN ENGINEERING, INC. www.heddermanengineering.com Office 281-355-9911, Fax 281-355-9903 office@heddermanengineering.com
HEDDERMAN ENGINEERING, INC. www.heddermanengineering.com Office 281-355-9911, Fax 281-355-9903 office@heddermanengineering.com, 2011 TO: Mr. REF: CONDITION OF PROPERTY SURVEY Dear Mr. : At your request,
More informationStrengthening and Repair of Reinforced Concrete Structures. Ian Wienholt Business Development Manager
Strengthening and Repair of Reinforced Concrete Structures Ian Wienholt Business Development Manager 34 years of Concrete Repair and Strengthening Experience Over 12,000 Repair Project Over 25,000 PT Projects
More informationCurrent Status of Seismic Retrofitting Technology
CONTENTS Current Status of Seismic Retrofitting Technology Damages of Past Earthquakes Seismic Diagnosis Method Building Control Section Urban Building Division Bureau of Urban Development, TMG Seismic
More informationPage & Turnbull imagining change in historic environments through design, research, and technology
DCI+SDE STRUCTURAL EVALUATIONS OFFICE BUILDING, TOOL SHED & WATER TANK, AND BLACKSMITH & MACHINE SHOP BUILDINGS SAN FRANCISCO, CALIFORNIA [14290] PRIMARY PROJECT CONTACT: H. Ruth Todd, FAIA, AICP, LEED
More informationASHULIA APPARELS LTD. Client Summary Report
Revision : Issue 1 Date: 18 March 2014 ASHULIA APPARELS LTD Samad Mansion, Sec # 6, Block # kha, Road No# 1, Plot #14, Shenpara Parbata, Mirpur, Dhaka (23.8065N,90.3683E) 4th March 2014 Client Summary
More informationIn-situ Load Testing to Evaluate New Repair Techniques
In-situ Load Testing to Evaluate New Repair Techniques W.J. Gold 1 and A. Nanni 2 1 Assistant Research Engineer, Univ. of Missouri Rolla, Dept. of Civil Engineering 2 V&M Jones Professor, Univ. of Missouri
More informationREHABILITATION OF THE FIGUEIRA DA FOZ BRIDGE
REHABILITATION OF THE FIGUEIRA DA FOZ BRIDGE A.Rito Proponte, Lda, Lisbon, Portugal J. Appleton A2P Consult, Lda, Lisbon, Portugal ABSTRACT: The Figueira da Foz Bridge includes a 405 m long cable stayed
More informationMILMAN & ASSOCIATES STRUCTURAL CONSULTING ENGINEERS/ PROJECT MANAGERS
MILMAN & ASSOCIATES STRUCTURAL CONSULTING ENGINEERS/ PROJECT MANAGERS May 29, 2013 Revision B Structural Guideline for Design and Installation Holes in Composite Floor Slab Terminal 3, Departure Level
More informationTank Lifting. A.P.I. 650 and 653 only give general guide lines to the type of foundation. Number of different types, evaluated on the basis for:
Welcome to Alan Watson Presenting Tank Lifting. Tank Foundation. Tank Relocation. Website: arwatson.com E-Mail: arwatson@msn.com Click to continue A.P.I. 650 and 653 only give general guide lines to the
More informationThe Stabilizer TM. Benefits. www.griptite.com. Supplemental support system for sagging beams and floor joists within a crawl space
The Stabilizer TM Supplemental support system for sagging beams and floor joists within a crawl space Pre-drilled holes in steel plate allow for connection to beam or floor joists. Benefits Levels and
More informationCURRENT PRACTICE SHEET
CURRENT PRACTICE SHEET INTRODUCTION An expansion joint can be defined as a device to support the surfacing, or to provide a running surface, across the expansion gap, ie the area between adjacent spans
More informationMetropolitan Builders Association Masonry & Concrete Standard
Metropolitan Builders Association Masonry & Concrete Standard Background Masonry and concrete work in residential construction often provides the base structure upon which the house is built or as a veneer.
More informationCOMPARISON OF CORE AND CUBE COMPRESSIVE STRENGTH OF HARDENED CONCRETE
COMPARISON OF CORE AND CUBE COMPRESSIVE STRENGTH OF HARDENED CONCRETE M. Yaqub*, University of Engineering and Technology Taxila, Pakistan M. Anjum Javed, Concordia University, Canada 31st Conference on
More informationThe ACI 562 Repair Code
The ACI 562 Repair Code Code Requirements for Evaluation, Repair and Rehabilitation of Concrete Buildings by Keith Kesner 1 Chair ACI 562 Lawrence Kahn 2 Former Chair ACI 562 1. Associate WDP & Associates,
More informationFoundation Experts, LLC Specializes in Foundation Repair and Waterproofing
1 Most basements show some signs of leaking and cracking. Through the years, problems with water, poor soils, grading, drainage and possible settling affect the integrity of a basement. Being able to recognize
More informationCulvert Rehabilitation A presentation by ms consultants, inc. engineers, architects, planners
Culvert Rehabilitation A presentation by ms consultants, inc. engineers, architects, planners McConnell Road Culvert Greensboro, North Carolina Fisher Park Circle Culvert Greensboro, North Carolina Shady
More informationCONCRETE FLOOR SLAB & CASTING BED CONSTRUCTION
CONCRETE FLOOR SLAB & CASTING BED CONSTRUCTION General 7 www.meadowburke.com 877-518-7665 MB1109 CONCRETE FLOOR SLAB AND CASTING BED CONSTRUCTION Quality Construction Begins at Ground Level Everything
More informationDUDERSTADT FOUNDATION & CONSTRUCTION, LLC.
DUDERSTADT FOUNDATION & CONSTRUCTION, LLC. Drilling since 1916 2215 Belknap Place Phone (210) 824-3800 San Antonio, TX 78212-1904 Fax (210) 824-9525 www.duderstadtfoundation.com ABOUT THE COVER: Drilled
More informationBuilding Foundation and Structure
Building Foundation and Structure Overview The construction of the Hall of Waters building began in 1936, and was constructed over the original site of the Siloam and Sulpho-Saline Springs. The original
More informationEngineered, Time-Tested Foundation Repairs for Settlement in Residential and Light Commercial Structures. The Leading Edge.
TM TM Engineered, Time-Tested Foundation Repairs for Settlement in Residential and Light Commercial Structures. SM The Leading Edge. 10 One Major Causes of foundation settlement or more conditions may
More informationRELIABLE, SIMPLE AND CHEAP PERFORMANCE FIELD TESTS FOR PREDICTING LONG TERM DURABILITY OF CONCRETE STRUCTURES
RELIABLE, SIMPLE AND CHEAP PERFORMANCE FIELD TESTS FOR PREDICTING LONG TERM DURABILITY OF CONCRETE STRUCTURES ABSTRACT by Ir. Dr. Kribanandan GURUSAMY NAIDU. BSc, Phd, CEng, MICE, PEng, MIEM MANAGING DIRECTOR
More informationEarly-Age Repair Material Properties & Early Age Repairs Fred Goodwin Fellow Scientist BASF Construction Systems
Early-Age Properties of Repair Binders (Lab, Field and Test Methods) Tuesday, April 16, 4:00 PM -6:00 PM, C-101 D Early-Age Repair Material Properties & Early Age Repairs Fred Goodwin Fellow Scientist
More informationThe Concrete Life Cycle: Maintain to Sustain. Fred Goodwin BASF Construction Chemicals (EB-N) Beachwood OH
The Concrete Life Cycle: Maintain to Sustain Fred Goodwin BASF Construction Chemicals (EB-N) Beachwood OH What is Concrete? Concrete: Instant rock -just add water to make a hard wet sponge. A composite
More information1.2 Advantages and Types of Prestressing
1.2 Advantages and Types of Prestressing This section covers the following topics. Definitions Advantages of Prestressing Limitations of Prestressing Types of Prestressing 1.2.1 Definitions The terms commonly
More informationNDT to Identify Concrete Bridge Deck Deterioration
NDT to Identify Concrete Bridge Deck Deterioration Nenad Gucunski Rutgers University Department of Civil and Environmental Engineering Center for Advanced Infrastructure and Transportation (CAIT) April
More informationRehabilitation of an Aging Concrete Reservoir Adit Tower
Rehabilitation of an Aging Concrete Reservoir Adit Tower Raymond S. Tombaugh, Senior Coatings Consultant KTA-Tator, Inc. and Mongkol Mahavongtrakul, P.E. Corrosion Control Contract Manager San Francisco
More informationFame Design Ltd (10295) Plot # A-115/116,BSCIC Hosiery I/A, Narayangonj, Bangladesh (+ 23.623412, +90.478442) 18.June.2014
Fame Design Ltd (10295) Plot # A-115/116,BSCIC Hosiery I/A, Narayangonj, Bangladesh (+ 23.623412, +90.478442) 18.June.2014 Identified Priority 1 Concerns 1 st Priority 1 Concern This column was checked.
More informationIssue of the Guidelines on Prevention of Water Seepage in New Buildings
graphic: Buildings Department Your REF 來 函 檔 號 :. OUR REF 本 處 檔 號 :.BD GR/1-55/173 FAX 圖 文 傳 真 :..28400451 TEL 電 話 :..2626 1717 www.info.gov.hk/bd To : All Authorized Persons 7 March 2005 Registered Structural
More informationDesigned and Engineered to Perform
History EARTH CONTACT PRODUCTS, L.L.C., is a family owned company, based in Olathe, Kansas. This company was built upon Don May s U.S. Patented fourth-generation Steel Piering System that has led to the
More informationSeptember 1, 2003 CONCRETE MANUAL 5-694.900 CONCRETE PAVEMENT REHABILITATION 5-694.900
September 1, 2003 CONCRETE MANUAL 5-694.900 5-694.901 GENERAL CONCRETE PAVEMENT REHABILITATION 5-694.900 Concrete Pavement Rehabilitation is an extremely valuable tool of the Minnesota Department of Transportation
More informationINCREASE OF DURABILITY AND LIFETIME OF EXISTING BRIDGES. PIARC TC 4.4 EXPERIENCE.
INCREASE OF DURABILITY AND LIFETIME OF EXISTING BRIDGES. PIARC TC 4.4 EXPERIENCE. M.Sc. Gediminas Viršilas Head of Bridge Division, Lithuanian Road Administration Working group 2 of PIARC Technical Committee
More informationWastewater Capital Projects Management Standard Construction Specification
CITY AND COUNTY OF DENVER ENGINEERING DIVISION Wastewater Capital Projects Management Standard Construction Specification 10.1 Precast Concrete Pipe 10.1.1 General This section covers material requirements,
More information