Ecoshell I Third Edition with Addendum - November 15, 2013 David B South Edited by Freda Parker, Melinda South Illustrated by Merrisa Ramirez

Total Page:16

File Type:pdf, Size:1020Kb

Ecoshell I Third Edition with Addendum - November 15, 2013 David B South Edited by Freda Parker, Melinda South Illustrated by Merrisa Ramirez Ecoshell I Third Edition with Addendum - November 15, 2013 David B South Edited by Freda Parker, Melinda South Illustrated by Merrisa Ramirez 177 Dome Park Place Italy, TX 76651 www.monolithic.com [email protected] (972) 483-7423 - 2013 EcoShell I – Simple Low Cost Permanent Housing Introduction The EcoShell is a simple, low cost concrete dome. If 100 Domes are built from 1 kit the forming costs It is ideal for low cost housing around the world as drop to less than $50 per 20 foot diameter dome. a replacement for the junk that is presently in place. In addition to the kit you will need 1 roll of Basalt It can be built primarily by hand and requires mini- Rope for the EcoShell and enough rebar for the floor. mum costs and equipment. (The floor can be reinforced by steel rebar or basalt rebar - budget ). Consider rebar at 15 to 18 inches The EcoShells can be built of many sizes. Each on center both ways in the floor. It can be 10mm or size requires an Airform of that size. A small 10ft even 8 mm steel rebar (3/8 inch diameter) or 6 mm diameter by 8 feet high is ideal for a storage. But it basalt rebar. can be lived in as well. It is small at 78 square feet (7 plus square meters). In addition you will need the hand tools to mix the concrete, apply the concrete, the hooks to hold the Our favorite for low cost housing is 20 feet diam- rope to the floor and a few miscellaneous supplies. eter (6 m) with a height of 10.5 feet (3.2 m). It has You will also need about 100 stainless steel hooks a floor area of 314 SF (29 SM). The UN recom- for the reinforcing at about $65 per dome. mendation for a family of 8 is 28 SM. The floor will take about 4 cubic yards (3.5 CM) of They can also be built 30 ft (9.14 m) for 707 SF concrete plus some extra for the perimeter depend- (65 SM) for a larger home or a classroom or small ing on how deep it is wanted. In many places it is clinic. And we like the 40 ft (12 M) diameter for negligible. The shell will take 4 to 5 cubic yards (3.5 a medical clinic, school and more. Virtually any to 4.5 CM). The thickness is variable due to applica- modest size will work. tion and desires. (The calculations are for 2 plus inch thickness. Practice will make it possible to use 1.5 The following is an example to build an EcoShell inch thickness). The floor should be a 6 bag mix and 20 ft in diameter of 314 SF (29 SM) To build the the shell an 8 bag mix. EcoShell an Airform with tie downs is needed and an inflator fan. We call them a kit. In some places Obviously you will need the kit for many domes. a generator will also be needed to run the fan. At And you will need the supplies for each dome built. least 100 EcoShells can be built with the single kit The concrete can be applied by hand or it can be ap- if it is properly taken care of. Currently (November plied by equipment. The equipment can be a simple 2013), a 20 ft kit is worth about $4300 FOB. Italy as hand tools or a simple hand help spray gun or a Tx shotcrete pump. All of this equipment is shown on our website. Ecoshell 1 David B South Edited by Freda Parker, Melinda South David B. South is president of Monolithic, Inc. and chairman of the Domes For The World Foundation (DFTW). Monolithic, Inc. is a family of companies with a mutual goal: to improve the lives of people worldwide through the introduction and construction of Monolithic Domes and Monolithic EcoShells, for personal and public use. DFTW is the newest member of that family. Established in 2006, DFTW has been registered as a nonprofit 501(c)(3) with federal tax status. Domes For The World Mission Statement: DFTW will initiate and coordinate efforts to alleviate housing shortages in struggling cultures and impoverished lands. We will seek grants and donations to fund important projects worldwide. We will train local crews in our construction methods and technology. © 2000, 2007, 2013 by Monolithic Dome Institute All rights reserved. First edition 2000. Second edition 2007. Third edition 2013. Printed in the USA The UniShell is an EcoShell I with a diameter of 20 feet and a living area of 314 square feet, suitable for family habitation in developing nations. EcoshellDavid B South 1 Many countries beyond the United States The EcoShell’s construction method has (Cost does not include labor, windows, doors, can benefit from the construction and use of also been used to build bridges over small exterior coating, interior finishing.) EcoShells. rivers and streams. We here at Monolithic think that its applications are virtually In countries such as the Union of South Monolithic created this step-by-step manu- unlimited and that, in the future, more ideas Africa, India, Pakistan, Korea, Mexico, Ghana, al and illustrated it with cartoon-like drawings for this construction procedure will be gen- Philippines, Honduras and others, the need for so that all workers -- regardless of what their erated and implemented. low-cost housing is staggering. Housing short- native language may be -- can learn and use ages range from 500,00 to 1,000,000 in each. these instructions to complete an EcoShell I. Monolithic EcoShells Solve World Hous- ing Problems So the need for structures is obvious, and An EcoShell’s construction process is a the solution is the UniShell. Unfortunately, modern adaptation of the building of the Pan- The United Nations has determined that there is a missing part to that equation: money. theon and thousands of other domes, erected an average family habitation in developing over the centuries. The ancients built them by areas needs to be about 28 square meters or For that reason, in 2006 we established piling mounds of earth or by creating large, 302 square feet. Domes For The World (DFTW), a nonprofit false works of timber in the shape of a dome. organization determined to promote practi- They then covered these forms with brick, One EcoShell design, the UniShell, fits cal, affordable and safe housing in developing stone or a monolithic layer of concrete. Once that bill perfectly. The UniShell has a diam- nations. To that end, DFTW actively seeks the covering settled or set, they removed the eter of 20 feet and a living area of approxi- grants, contributions and funding. forms. mately 314 square feet. Monolithic’s Promise Monolithic has substituted an inflatable Its construction, including the floor and Airform for the earth work or false work. To dome shell, requires less than eight yards of We want to support you in your construc- construct an EcoShell, concrete and rebar are reinforced concrete -- or 64 sacks of cement tion goals. Our website www.monolithic.com placed on the outside of the Airform. (This for a cost of about $320. The price of the is a carefully maintained source of informa- differs from the construction of a Monolithic aggregate will vary from place to place, tion, that can answer many questions about the Dome; it calls for rebar and concrete on the but assuming that it’s about $10 per yard, nature and construction of Monolithic Domes, inside of the Airform.) that adds another $80. The 1,250 pounds Monolithic Crenospheres and Monolithic of rebar will cost about $375. So the total EcoShells. EcoShells built for habitation in develop- cost of the materials for a UniShell home, ing areas with desert-like or tropical climates that will last for generations, is about $800 But you are also welcome to contact us with are not insulated; nor do they usually need to (2002 Prices) your questions and concerns. be. But they may need roof coatings. Never- theless, EcoShells make super-strong dwell- The Monolithic Dome Institute ings, impervious to fire, tornadoes, hurricanes, Phone: (972) 483-7423 earthquakes, and termites. They can be built Fax: (972) 483-6662 by native labor for a fraction of the cost of Email: [email protected] any comparable structure. We estimated that a single Airform can be used to build more than a hundred buildings, thus making the cost of forming negligible. Because the EcoShell is a thin shell, its actual volume of concrete is very small -- far less than that used in conventional buildings (see table). The EcoShell is perfect for any type of building that doesn’t require insulation. (Note: In climates requiring insulation, the uninsu- lated EcoShell can be insulated. Conventional buildings require 200% to 300% more concrete, 300% to 400% more rein- forcing bar and double the labor of comparably sized EcoShells. Ironically, EcoShells are far stronger and better able to withstand natural disasters. Clear all obstructions, debris and organic material, such as trees, bushes and grass, off the ground on which the EcoShell will be built. Then level the ground. Ecoshell I 3 3 3 The ground should have approximately the same firmness completely across it. This can be done using a hand tamp or The ground smhoeuclhda nhiacvael eaqpupirpomxeimnta.tely the same firmness completely across it. This can be done using a hand tamp or Tamp the ground with am handecha ntampical e orqu imechanicalpment. equipment until it has an even, all-over firmness. 4 4 Drive the center stake in the center of the structure, then the perimeter can be marked using the center stake.
Recommended publications
  • Guide to Safety Procedures for Vertical Concrete Formwork
    F401 Guide to Safety Procedures for Vertical Concrete Formwork SCAFFOLDING, SHORING AND FORMING INSTITUTE, INC. 1300 SUMNER AVENUE, CLEVELAND, OHIO 44115 (216) 241-7333 F401 F O R E W O R D The “Guide to Safety Procedures for Vertical Concrete Formwork” has been prepared by the Forming Section Engineering Committee of the Scaffolding, Shoring & Forming Institute, Inc., 1300 Sumner Avenue, Cleveland, Ohio 44115. It is suggested that the reader also refer to other related publications available from the Scaffolding, Shoring & Forming Institute. The SSFI welcomes any comments or suggestions regarding this publication. Contact the Institute at the following address: Scaffolding, Shoring and Forming Institute, 1300 Sumner Ave., Cleveland, OH 44115. i F401 CONTENTS PAGE Introduction ........................................................................................ 1 Section 1 - General................................................................................ 2 Section 2 - Erection of Formwork......................................................... 2 Section 3 - Bracing................................................................................ 3 Section 4 - Walkways/Scaffold Brackets.............................................. 3 Section 5 - Special Applications........................................................... 4 Section 6 - Inspection............................................................................ 4 Section 7 - Concrete Placing................................................................. 5 Section
    [Show full text]
  • 21851 Concrete Reinforcment Catalog
    R EBAR Reinforcing bar or rebar is a hot rolled steel product used primarily for reinforcing concrete structures. Meeting ASTM specifications, rebar grades are available varying in yield strength, bend test requirements, composition. Grade 300 / Grade 40 Sizes Due to lower carbon content, grade 300 is easier Metric Bar Nominal Weight Weight to bend. Size Number Size Per Ft. Per 20' (lbs.) (lbs.) Typical applications: Residential construction 10 #3 3/8" (.3759) .376 7.52 Grade 420 / Grade 60 13 #4 1/2" (.5009) .668 13.36 Used in high stress rated applications: higher carbon 16 #5 5/8" (.6259) 1.043 20.86 content provides increased vertical strength. 19 #6 3/4" (.7509) 1.502 30.04 22 #7 7/8" (.8759) 2.044 40.88 Typical applications: Dams, atomic power stations 25 #8 1" (1.0009) 2.670 53.40 or commercial buildings 29 #9 1-1/8" (1.1289) 3.400 68.00 No-Grade 32 #10 1-1/4" (1.2709) 4.303 86.06 No-grade rebar is not tested as it is rolled. Cannot 36 #11 1-3/8" (1.4109) 5.313 106.26 be used in applications where mill certified products 43 #14 1-3/4" (1.6939) 7.650 153.00 are required. 57 #18 2-1/4" (2.2579) 13.600 272.00 Typical applications: Sidewalks, driveways, or Cut To Size Rebar other flat pours Cut to size rebar has a variety of applications. It can be ASTM Specifications used for concrete reinforcement, construction stakes, ASTM A 615 landscaping projects or tree and vegetable stakes.
    [Show full text]
  • AASHTO GFRP-Reinforced Concrete Design Training Course
    AASHTO GFRP-Reinforced Concrete Design Training Course GoToWebinar by: Professor Antonio Nanni Introducing the Schedule 9:35 am Introduction & Materials (Prof. Antonio Nanni) → Review Questions (Dr. Francisco De Caso) 10:30 am Flexure Response (Prof. Antonio Nanni) → Review Questions (Dr. Francisco De Caso) *** Coffee Break *** → Design Example: Flat Slab (Roberto Rodriguez) 12:00 pm Shear Response (Prof. Antonio Nanni) → Review Questions (Dr. Francisco De Caso) *** Lunch Break (1 hour) *** 1:30 pm → Design Example: Bent Cap (Nafiseh Kiani) 2:00 pm Axial Response (Prof. Antonio Nanni) → Review Questions (Dr. Francisco De Caso) → Design Example: Soldier Pile (Roberto Rodriguez) *** Coffee Break *** 3:00 pm Case Studies & Field Operations (Prof. Nanni & Steve Nolan) 1 Introducing our Presenters & Support Prof. Antonio Nanni Dr. Francisco DeCaso P.E. PhD. P.E. PhD. Roberto Rodriguez, Nafiseh Kiani P.E. (PhD. Candidate) (PhD. Candidate) Alvaro Ruiz, Christian Steputat, (PhD. Candidate) P.E. (PhD. Candidate) Steve Nolan, P2.E. Support Material - Handouts 3 Support Material - Handouts 4 Support Material - Handouts 5 Support Material - Handouts 6 Support Material - Workbook 7 Support Material - Workbook 8 Other Support Material - FDOT https://www.fdot.gov/structures/innovation/FRP.shtm 9 Another Training Opportunity CFRP-Prestressed Concrete Designer Training for Bridges & Structures – Professor Abdeldjelil “DJ” Belarbi, on September 9th, 2020 This 6-hour online training is focused on providing practical designer guidance to FDOT engineers and consultants for structures utilizing Carbon Fiber-Reinforced Polymer (CFRP) Strands for pretensioned bridge beams, bearing piles, and sheet piles. Basic design principles and design examples will be presented for typical FDOT bridge precast elements. Register Now at: https://attendee.gotowebinar.com/register/5898046861643311883 There is no cost to attend this webinar training.
    [Show full text]
  • Interlocking Concrete Masonry Unit Geometry Design Raquel Avila Santa Clara Univeristy
    Santa Clara University Scholar Commons Civil Engineering Senior Theses Engineering Senior Theses 6-13-2015 Interlocking concrete masonry unit geometry design Raquel Avila Santa Clara Univeristy Nick Jensen Santa Clara Univeristy Follow this and additional works at: https://scholarcommons.scu.edu/ceng_senior Part of the Civil and Environmental Engineering Commons Recommended Citation Avila, Raquel and Jensen, Nick, "Interlocking concrete masonry unit geometry design" (2015). Civil Engineering Senior Theses. 31. https://scholarcommons.scu.edu/ceng_senior/31 This Thesis is brought to you for free and open access by the Engineering Senior Theses at Scholar Commons. It has been accepted for inclusion in Civil Engineering Senior Theses by an authorized administrator of Scholar Commons. For more information, please contact [email protected]. INTERLOCKING CONCRETE MASONRY UNIT GEOMETRY DESIGN By Raquel Avila, Nick Jensen SENIOR DESIGN PROJECT REPORT Submitted to the Department of Civil Engineering of SANTA CLARA UNIVERSITY in Partial Fulfillment of the Requirements for the degree of Bachelor of Science in Civil Engineering Santa Clara, California Spring 2015 Abstract Earthquakes in Haiti and Nepal left many people devastated. Millions of people were initially displaced and forced to reside in displacement camps. Developing countries like these need a form of economical construction. Our design and manufacturing process for interlocking CMU (concrete masonry unit) blocks can help build low-cost homes quickly and efficiently. Wall construction costs are reduced because skilled masons are not needed to build the wall. Instead, unskilled homeowners and laborers can stack the interlocking blocks, which serve as forms for the subsequent placement of reinforcement and grout within some of the CMU block voids.
    [Show full text]
  • Stainless Steel Prestressing Strands and Bars for Use in Prestressed Concrete Girders and Slabs
    Stainless Steel Prestressing Strands and Bars for Use in Prestressed Concrete Girders and Slabs Morgan State University The Pennsylvania State University University of Maryland University of Virginia Virginia Polytechnic Institute & State University West Virginia University The Pennsylvania State University The Thomas D. Larson Pennsylvania Transportation Institute Transportation Research Building University Park, PA 16802-4710 Phone: 814-865-1891 Fax: 814-863-3707 www.mautc.psu.edu MD-13-SP--SPMSU-3-11 Martin O’Malley, Governor James T. Smith, Secretary Anthony G. Brown, Lt. Governor Melinda B. Peters, Administrator STATE HIGHWAY ADMINISTRATION Research Report STAINLESS STEEL PRESTRESSING STRANDS AND BARS FOR USE IN PRESTRESSED CONCRETE GIRDERS AND SLABS MORGAN STATE UNIVERSITY DEPARTMENT OF CIVIL ENGINEERING PROJECT NUMBER SP309B4G FINAL REPORT FEBRUARY 2015 1. Report No. 2. Government Accession No. 3. Recipient’s Catalog No. MSU- 2013-02 4. Title and Subtitle 5. Report Date Stainless Steel Prestressing Strands and Bars for Use in February 2015 Prestressed Concrete Girders and Slabs 6. Performing Organization Code 7. Author(s) 8. Performing Organization Report No. Principal Investigator: Dr. Monique Head Researchers: Ebony Ashby-Bey, Kyle Edmonds, Steve Efe, Siafa Grose and Isaac Mason 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) Morgan State University Clarence M. Mitchell, Jr., School of Engineering Department of Civil Engineering 11. Contract or Grant No. 1700 E. Cold Spring Lane Baltimore, Maryland 21251 DTRT12-G-UTC03 12. Sponsoring Agency Name and Address 13. Type of Report and Period Covered US Department of Transportation Final Research & Innovative Technology Admin UTC Program, RDT-30 14. Sponsoring Agency Code 1200 New Jersey Ave., SE Washington, DC 20590 15.
    [Show full text]
  • Concrete Terminology
    DIVISION 3 - CAST IN PLACE CONCRETE TERMINOLOGY A. CONCRETE: A mixture of 1 part Portland Cement ( 22 lbs ) 2 Parts Dry Sand ( 41 lbs ) 3 Parts Dry Aggregate ( 70 lbs ) ½ Part Water ( 10 lbs ) Admixtures ( 7 lbs ) Total Weight Per Cu. Foot = 150 lbs. Area of 1 CU. FT. 1,728 cu. Inches 1. CAST IN PLACE CONCRETE: Concrete that is formed, poured and cured in it’s permanent position. 2. CURED CONCRETE: Concrete which has reached dehydration and obtained it’s maximum compressive strength. 3. GREEN CONCRETE: Concrete which remains hydrated and is in it’s earliest setting stage and has not hardened or cured appreciably. 4. LIGHTWEIGHT CONCRETE: A concrete mixture of substantially lower unit weight and compressive strength than that made from crushed stone or rock aggregate. Typically used on upper floors or roof tops where normal compressive strength is not a requirement and weight is a factor. 5. MONOLITHILIC CONCRETE: A single pour which includes the footing and slab concrete in a single pour . 6. POST-TENSION CONCRETE: A method of stressing reinforced concrete by which the tendons or cables are tightened after the concrete slab has hardened and in place. 24 7. PRE-CAST CONCRETE: Concrete which is cast and cured in a place other than it’s final resting position. ( Beams, Columns, Slabs, Lintels ) 8. PRE-STRESSED CONCRETE: A process of preparing concrete slabs and beams for extra strength by pouring concrete over tightly drawn steel cables, steel rods or tendons. 9. REINFORCED CONCRETE: Concrete with added materials such as steel rod, wire mesh, fiber mesh, dowel bars, expanded metal fabric, or cold drawn wire cable which act together with the concrete to resist cracking or movement B.
    [Show full text]
  • Rebar Splicing Handbook Concrete Construction Products
    BUILDING STRENGTH™ REBAR SPLICING HANDBOOK CONCRETE CONSTRUCTION PRODUCTS Table of Contents Information General and Technical Information ......................................................................1 and Technical General Safety Notes and Product Application ............................................................................................................................................1 Dayton Superior Technical Assistance ...........................................................................................................................................1 Table 1.1 Reinforcing Bar Data......................................................................................................................................................... 2 Table 1.2 Mechanical Requirements for Standard ASTM Deformed Reinforcing Bars ................................................................ 2 Table 1.3 Mechanical Splice ACI and ICC Code Requirements ...................................................................................................... 3 Table 1.4 Deformation Requirements for Standard ASTM Deformed Reinforcing Bars .............................................................. 3 Threaded Table 1.5 Chemical Composition Requirements for Standard ASTM Deformed Reinforcing Bars .............................................. 3 Splicing Systems Table 1.6 Grade 60 Rebar ...............................................................................................................................................................
    [Show full text]
  • Unit Masonry
    DIVISION 04 – MASONRY SECTION 04 20 00 – UNIT MASONRY SECTION 04 20 00 – UNIT MASONRY PART 1 – GENERAL 1.01 SUMMARY A. This Section includes unit masonry assemblies consisting of the following: 1. Concrete masonry units (CMUs). 2. Decorative concrete masonry units. 3. Concrete brick. 4. Mortar and grout. 5. Reinforcing steel. 6. Masonry joint reinforcement. 7. CMU Cell Flashing Pans. 8. Miscellaneous masonry accessories. 9. Masonry-cell insulation. B. Products installed, but not furnished, under this Section include the following: 1. Steel lintels and shelf angles for unit masonry, furnished under Division 05 Section 05 50 00 Metal Fabrications. 1.02 DEFINITIONS A. Reinforced Masonry: Masonry containing reinforcing steel in grouted cells. 1.03 PERFORMANCE REQUIREMENTS A. Provide structural unit masonry that develops indicated net-area compressive strengths (f'm) at 28 days. B. Determine net-area compressive strength (f'm) of masonry from average net-area compressive strengths of masonry units and mortar types (unit-strength method) according to Tables 1 and 2 in ACI 530.1/ASCE 6/TMS 602. Herbert, Rowland & Grubic, Inc. 04 20 00-1 000208.0489 DIVISION 04 – MASONRY SECTION 04 20 00 – UNIT MASONRY 1.04 SUBMITTALS A. Product Data: For each type of product indicated. B. Shop Drawings: For the following: 1. Reinforcing Steel: Detail bending and placement of unit masonry reinforcing bars. Comply with ACI 315, "Details and Detailing of Concrete Reinforcement.” Show elevations of reinforced walls. C. Samples for Verification: For each type and color of the following: 1. Exposed concrete masonry units. 2. Pigmented and colored-aggregate mortar.
    [Show full text]
  • High Performance Concrete and Drilled Shaft Construction
    High Performance Concrete and Drilled Shaft Construction Dr. Dan Brown, P.E. Dr. Anton Schindler Auburn University A Proposal for High Performance Concrete • Similar concept as used for current high performance concrete, but • Performance characteristics for fresh concrete properties (rather than hardened) 1 Why? Workability and Passing Ability tremie rebar concrete Concrete with inadequate Concrete with good workability workability and filling ability 2 Congested Rebar Cage Exposure of Trapped Laittance Attributed to Inadequate Workability 3 Congested Rebar Cage SCC Mix 4 Conventional Concrete Workability Retention Fresh, fluid concrete Trapped Laittance Old, stiff concrete 5 600 Tremie Placement Loading Traveling Hopper # 1 500 Waiting Period 12:05 AM: tremie stuck, rigging failure resulted 12:30 AM: tremie re-rigged, pulled free. 400 12:35 AM: tremie over-flowed , pour stopped, cable up and down. 12:40 AM: flow resumed, but last 10CY in hopper would not come out, sprayed and wasted. 300 1:00 AM: new hopper, flow resumed. 5 hrs 34 min. 200 Concrete Volume (CY) Volume Concrete 100 0 PM PM AM 10:00 11:00 12:00 6:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 AM 1:00 AM 2:00 AM 3:00 AM 4:00 AM 5:00 AM 6:00 AM 7:00 Unit Weight (kN / cu. m) Anomaly – Probable Defect of Unknown Size Mean Minus 3 Standard Depth (m) Deviations Possible Contaminated Mean Concrete at Base of Shaft Near One Tube 6 Bleeding Bleeding Crack 7 Bleeding Cracks Bleeding 8 Temperature 14 T0 = Initial Temperature T0 = 90° F τ = 28.0 hrs 12 β = 1.50 αu = 0.850 ) 3 10 T0 = 80° F 8 6
    [Show full text]
  • Rebar Strainmeters and “Sister Bars”
    Model 4911, 4911A Rebar Strainmeters and “Sister Bars” Applications Rebar Strainmeters are com- monly used for measuring strains in… Concrete piles & caissons Slurry walls Cast-in-place concrete piles Concrete foundation slabs and footings Osterberg pile tests All concrete structures Model 4911A Rebar Strainmeter (front) and the Model 4911 “Sister Bar” (rear). Operating Principle Advantages and Limitations Rebar Strainmeters and “Sister Bars” are designed to The main advantage of the Rebar Strainmeters and “Sister be embedded in concrete for the purpose of measur- Bars” lies in their ruggedness. They are fully waterproof ing concrete strains due to imposed loads. The Rebar and virtually indestructible so that, if the cable is ade- Strainmeter is designed to be welded into, and become quately protected, they are safe from damage during the an integral part of, the existing rebar cage, while the concrete placement. “Sister Bar” is installed by tying it alongside an existing Each Rebar Strainmeter and “Sister Bar” is individu- length of rebar in the rebar cage. ally calibrated and tested for weld strength. The Rebar The rebar extensions on either side of the central strain- Strainmeter requires the services of an experienced gauged area are long enough to ensure adequate con- welder who can guarantee full-strength welds, whereas tact with the surrounding concrete so that the measured the “Sister Bar” is very easy to install. strains inside the steel are equal to the strains in the Close-up of Model 4911 shown as in- The single vibrating wire strain sensor, located along the surrounding concrete. stalled in concrete pile reinforcing cage.
    [Show full text]
  • Severely Damaged Reinforced Concrete Circular Columns Repaired by Turned Steel Rebar and High-Performance Concrete Jacketing with Steel Or Polymer Fibers
    Article Severely Damaged Reinforced Concrete Circular Columns Repaired by Turned Steel Rebar and High-Performance Concrete Jacketing with Steel or Polymer Fibers Junqing Xue 1, Davide Lavorato 2,*, Alessandro V. Bergami 2, Camillo Nuti 2, Bruno Briseghella 1, Giuseppe C. Marano 1, Tao Ji 1, Ivo Vanzi 3, Angelo M. Tarantino 4 and Silvia Santini 2 1 College of Civil Engineering, Fuzhou University, Fuzhou 350108, China; [email protected] (J.X.); [email protected] (B.B.); [email protected] (G.C.M.); [email protected] (T.J.) 2 Department of Architecture, Roma Tre University, 00153 Rome, Italy; [email protected] (A.V.B.); [email protected] (C.N.); [email protected] (S.S.) 3 Department of Engineering and Geology, University of Chieti and Pescara, 65127 Pescara, Italy; [email protected] 4 Department of Engineering, University of Modena and Reggio, 41125 Modena, Italy; [email protected] * Correspondence: [email protected] Received: 25 August 2018; Accepted: 10 September 2018; Published: 15 September 2018 Abstract: A new strategy that repairs severely damaged reinforced concrete (RC) columns after an earthquake is proposed as a simpler and quicker solution with respect to the strategies currently available in the literature. The external concrete parts are removed from the column surface along the whole plastic hinge region to uncover the steel reinforcement. The transverse steel is cut away, and each longitudinal rebar is locally substituted by steel rebar segments connected by welding connections to the original undamaged rebar pieces outside the intervention zone. The new rebar segments have a reduced diameter achieved by turning to ensure plastic deformation only in the plastic hinge, protecting the original rebar and the welding connections.
    [Show full text]
  • Concrete Masonry Dimensions Web Requirements Concrete Block
    Concrete Masonry Dimensions Nominal size: _ x _ x __ unit Actual size: ___ x ___ x _____ inches ASTM C55 Concrete Brick ASTM C90 Load-Bearing Block Most units are _ in. high and __ in. long; block is then referred to by thickness. ASTM C140 Sampling and Testing CMU 5 Thus, a 12 in. block is 12 in. _____ (actual 11 /8 in. ______) ASTM C426 Drying shrinkage Nominal Width Minimum Face Shell of Unit (in) Thickness (in) Minimum Compressive Strength of CMU, net area 3 and 4 3/4 _____ psi (average of 3); _____ psi (individual) 61 81 1/4 Sash/Corner Unit 10 1 1/4 12 1 1/4 ____________ _________ ____ Stretcher Units Solid Unit http://www.oneontablock.com/ Concrete Masonry Units 1 Concrete Masonry Units 2 Web Requirements Concrete Block Shapes and Types • ¾ inch minimum web thickness 2 2 •6.5 in./ft minimum normalized web area 144 2 2 • Practical minimum is about 12 in. /ft Header Block Double Open End = normalized web area 135° Return Bullnose https://www.lowes.com/pd/Block-USA- http://www.rcpblock.com/block_ to avoid excessive breakage Header-Concrete-Block-Common-16-in-x-8- precision-shapes.html in-x-8-in-Actual-16-in-x-8-in-x-8-in/3599430 = total web area • New block shapes being developed = nominal length of unit • Help with laying block around = nominal height of unit reinforcement • Increase thermal resistance of wall Pilaster Units A Block Lintel Block http://www.rcpblock.com/block_precision-shapes.html Knock-out Bond Beam Rebar Unit L Corner https://www.youtube.com/watch?v=CECM474_uck theproblock.com http://www.oneontablock.com/
    [Show full text]