Although Repairing a Leaning Chimney Or One That Is Leaking Smoke
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The Solar Updraft Tower : Das Aufwindkraftwerk Motivation and Concept - Text
The Solar Updraft Tower : Das Aufwindkraftwerk Motivation and Concept - Text Joerg Schlaich and Rudolf Bergermann The most significant problems of our time, poverty in the Third World and the climate change are interlinked through energy supply and can be solved, if we only want to! The industrialized countries pollute the worldwide climate with their fossil-fuelled power generation. The poor are poor because they cannot afford sufficient energy supply and the population keeps growing. (Fig. 1) If the billions of people who must do without sufficient energy supply would have to cover their energy needs with coal, oil and gas, the climate could not be saved and the environment would be destroyed. Hence, poverty and climate problems can only be solved with global concepts, mutually and equally beneficial to the poor and to the industrialized countries. The poor countries on the „southern hemisphere“, especially the African, have one advantage over the rich countries in the „northern hemisphere“: Sun + Desert, i.e. intensive solar radiation on agriculturally futile land. (Fig. 2) If these poor countries had large scale affordable solar power plants, - affordable because they were built mainly with their own resources and skills -, and which they did not need to import at exorbitant cost, they would profit twice: by their inexhaustible, affordable power supply and by innumerable new jobs. “The Taliban aren’t fighting for religion but for money. If they had jobs, they would stop fighting!” Sham Sher Khan from TIME, April 20, 2009 As electric energy can be transported over very large distances with surprisingly little loss they could export their solar electricity to the industrialized countries. -
A Huff and a Puff, and It Blew the Chimney Down
A HUFF, AND A PUFF, AND… IT BLEW THE CHIMNEY DOWN Kerry S. Lee, P.E., MBA, M.ASCE 1 Gary S. Dunlap, AIA 2 Daniel M. Killian, P.E., B.S. 3 1 Director of Engineering, Nelson Architectural Engineers, Inc., 2740 Dallas Parkway, Suite 220, Plano, Texas 75093; email: [email protected]; phone: 469-429-9000 2 Assistant Director of Architecture, Nelson Architectural Engineers, Inc., 2740 Dallas Parkway, Suite 220, Plano, Texas 75093; email: [email protected]; phone: 469-429-9000 3 Project Director, Nelson Architectural Engineers, Inc., 2740 Dallas Parkway, Suite 220, Plano, Texas 75093; email: [email protected]; phone: 469-429-9000 Abstract This paper will present case studies and assessment of collapses of tall, free standing residential masonry chimneys resulting from windstorms in North Texas. The case studies will outline the assessment of the causes of the collapses and a discussion of design and/or construction defects. A review of limited and highly lacking documentation on design, construction and code requirements governing the architectural and structural “design” and construction of residential chimneys will be conducted. The paper will provide a discussion of the lack of design standards and poor construction practices used for residential load-bearing masonry chimneys. This paper will illustrate how the lack of design, construction, and code requirements results in chimneys lacking sufficient capacity to resist below design wind loads leading to unsafe conditions. It is only a matter of time before the collapse of one of these elevated masonry chimney “missiles” results in severe injury or death of an inhabitant. Introduction The majority of residential structures being built throughout the country today rely on construction requirements outlined within the International Residential Code (IRC). -
Wind- Chimney
WIND-CHIMNEY Integrating the Principles of a Wind-Catcher and a Solar-Chimney to Provide Natural Ventilation A Thesis presented to the Faculty of California Polytechnic State University, San Luis Obispo In Partial Fulfillment of the Requirements for the Degree Master of Science in Architecture by Fereshteh Tavakolinia December 2011 WIND-CHIMNEY Integrating the Principles of a Wind-Catcher and a Solar-Chimney to Provide Natural Ventilation © 2011 Fereshteh Tavakolinia ALL RIGHTS RESERVED ii COMMITTEE MEMBERSHIP TITLE: WIND-CHIMNEY Integrating the Principles of a Wind-Catcher and a Solar-Chimney to Provide Natural Ventilation AUTHOR: Fereshteh Tavakolinia DATE SUBMITTED: December 2011 COMMITTEE CHAIR: James A. Doerfler, Associate Department Head COMMITTEE MEMBER: Jacob Feldman, Professor iii WIND-CHIMNEY Integrating the principles of a wind-catcher and a solar chimney to provide natural ventilation Fereshteh Tavakolinia Abstract This paper suggests using a wind-catcher integrated with a solar-chimney in a single story building so that the resident might benefit from natural ventilation, a passive cooling system, and heating strategies; it would also help to decrease energy use, CO2 emissions, and pollution. This system is able to remove undesirable interior heat pollution from a building and provide thermal comfort for the occupant. The present study introduces the use of a solar-chimney with an underground air channel combined with a wind-catcher, all as part of one device. Both the wind-catcher and solar chimney concepts used for improving a room’s natural ventilation are individually and analytically studied. This paper shows that the solar-chimney can be completely used to control and improve the underground cooling system during the day without any electricity. -
Static and Seismic Retrofit of Masonry Arch Bridges Case Studies
Bridge Maintenance, Safety, Management, Resilience and Sustainability – Biondini & Frangopol (Eds) © 2012 Taylor & Francis Group, London, ISBN 978-0-415-62124-3 Static and seismic retrofit of masonry arch bridges: case studies G.Tecchio, F. da Porto, P. Zampieri, C. Modena Department of Structural and Transportation Engineering, University of Padova, Italy C. Bettio S.M. Ingegneria srl, Via longhin 6, Padova, Italy ABSTRACT: Thousands of road and railway masonry arch bridges are still in operation in the Italian trans- portation network: most of them need being improved in their carrying capacity and to be upgraded to the standards of the current seismic code. In this paper three case-studies of the static and seismic retrofit of his- torical masonry arch bridges are presented, outlining some methodological approaches to the renewal inter- vention according to the different typological characteristics of the bridges and their state of maintenance. The main phases of work, combining both traditional and innovative strengthening techniques, are described. In the S.Gallo Bridge the load bearing capacity of the existing structure has been preserved and increased through a thickening of the old arch with a new layer of brick masonry and the application of CFRP laminates. Many refurbishment techniques, derived from the historical heritage restoration field, have been used for the Rio Moline Bridge, where new longitudinal internal brick spandrel walls connected to the extrados of the vaults have been built to share some of the load and enhance the seismic resistance. In the case of the Gresal Bridge the seismic vulnerability has been reduced by creating a new structural arrangement through a new rc slab anchored to the piers with vertical ties and restrained at the abutments, collaborating with the existing structure in carrying horizontal loads. -
The Impact of Air Well Geometry in a Malaysian Single Storey Terraced House
sustainability Article The Impact of Air Well Geometry in a Malaysian Single Storey Terraced House Pau Chung Leng 1, Mohd Hamdan Ahmad 1,*, Dilshan Remaz Ossen 2, Gabriel H.T. Ling 1,* , Samsiah Abdullah 1, Eeydzah Aminudin 3, Wai Loan Liew 4 and Weng Howe Chan 5 1 Faculty of Built Environment and Surveying, Universiti Teknologi Malaysia, Johor 81300, Malaysia; [email protected] (P.C.L.); [email protected] (S.A.) 2 Department of Architecture Engineering, Kingdom University, Riffa 40434, Bahrain; [email protected] 3 School of Civil Engineering, Faculty of Engineering, Universiti Teknologi Malaysia, Johor 81300, Malaysia; [email protected] 4 School of Professional and Continuing Education, Faculty of Engineering, Universiti Teknologi Malaysia, Johor 81300, Malaysia; [email protected] 5 School of Computing, Faculty of Engineering, Universiti Teknologi Malaysia, Johor 81300, Malaysia; [email protected] * Correspondence: [email protected] (M.H.A.); [email protected] (G.H.T.L.); Tel.: +60-19-731-5756 (M.H.A.); +60-14-619-9363 (G.H.T.L.) Received: 3 September 2019; Accepted: 24 September 2019; Published: 16 October 2019 Abstract: In Malaysia, terraced housing hardly provides thermal comfort to the occupants. More often than not, mechanical cooling, which is an energy consuming component, contributes to outdoor heat dissipation that leads to an urban heat island effect. Alternatively, encouraging natural ventilation can eliminate heat from the indoor environment. Unfortunately, with static outdoor air conditioning and lack of windows in terraced houses, the conventional ventilation technique does not work well, even for houses with an air well. Hence, this research investigated ways to maximize natural ventilation in terraced housing by exploring the air well configurations. -
Don't Let Dollars Disappear up Your Chimney!
ENERGY SAVINGTIPS DON’T LET DOLLARS DISAPPEAR UP YOUR CHIMNEY! You wouldn’t leave a window wide open in cold weather. Having a fireplace with an open flue damper is the same as having a window open. That sends precious winter heat and money right up the chimney! Here’s how you can heat your home, and not the neighborhood! KEEP THE FIREPLACE DAMPER CLOSED WHEN THE FIREPLACE IS NOT BEING USED The damper is a flap inside the chimney or flue. It has an open and a closed position. When a fire is burning, the damper should be in the open position to allow smoke to escape up the fireplace flue and out the chimney. When you’re not using the fireplace, the damper should be closed. If you can’t see the handle or chain that opens and closes the damper, use a flashlight and look up inside the chimney flue. The handle could be a lever that moves side to side or back and forth. If a chain operates the damper, you may have to pull both sides to determine which one closes or opens the damper. KEEP YOUR HEAT IN YOUR HOME! Even the most energy efficient homes can fall victim to fireplace air leaks. Your fireplace may be reserved for a handful of special occasions or especially cold nights. When it’s not in use, though, your home loses heat – and costs you money – without you knowing it. Using the heat from your fireplace on a cold winter night may be cozy, but that fire is a very inefficient way to warm up the room. -
Mortar Mix No
Mortar Mix No. 1102 PRODUCT DESCRIPTION when they become "thumb print" hard. This will make the mortar joint water-tight and provide a Basic use: QUIKRETE® Mortar Mix (#1102) is neat appearance. a type N masonry mortar for use in laying brick, Coverage: Refer to table 1 for approximate block or stone; and repairing of masonry walls. coverage for each bag size. Use for brick or stone fireplaces, brick walls, block walls, parge coats, tuck pointing, stucco Table 1: Mortar Mix Usage Chart and plaster. Bag Size Standard Block Standard ® 8" X 8" X 16" Brick Composition and materials: QUIKRETE (200 mm X 200 mm X 8" X 2" X 4" Mortar (Masonry) Mix consists of a uniformly 410 mm) (200 mm X 50 blended mixture of fine sand, and type N mm X 100 mm) masonry cement. 80-lb. 12 37 Packaging: Available in three sizes: 80 lbs. (36.3 kg) (36.3 kg), 60 lbs. (27.2 kg), and 40 lbs. (18.1 28 kg). 60 lbs. 9 (27.2 kg) Technical Data QUIKRETE® Mortar Mix meets and exceeds the 40 lbs. 6 19 physical property requirements of ASTM (18.1 kg) designation 387 (Standard Specifications for Packaged, Dry, Combined Materials for Mortar Tuck Pointing or Repointing and Concrete) and ASTM C 270 for Type N Mortar. Product achieves a compressive Mixing: Mix QUIKRETE Mortar Mix with just strength in excess of 750 psi (5.17 MPa) in 28 enough water to form a damp unworkable mix day. that retains its form when pressed into a ball in the hand. -
Recommended Practices for Masonry Fireplace and Chimney Construction
BALANCING THE VENTILATION TIPS OF SAFE FIREPLACE REFERENCES In order for a fireplace, which utilizes OPERATIONS Published by the New York State Concrete Masonry Association natural draft to function properly, New York State Fire Prevention A fireplace fire, properly laid and fed and Building Code a supply of makeup air must be is easy to tend to and trouble free. Here available to replace the air exhausted is a good method for building a fire. National Fire Protection up the chimney. In older homes there Be sure the damper is open before Association, Quincy, MA is often enough leakage around doors lighting the fire! and windows to provide this air. In International Code Council Use a small amount of paper and newer, tighter homes another source International Building Code of air may need to be provided. Before a moderate number of kindling wood lighting the fire, use incense or a candle pieces to lay down the base. Place International Residential Code to determine if there is an updraft or a three small split logs directly on top. Country Club Hills, Illinois Space the logs to allow air to flow down draft in the chimney. If there is USA - Clay Flue Lining Institute no updraft try cracking open a window freely. National Concrete Masonry or door to provide a source of air to the Use wadded paper wand to light the RECOMMENDED PRACTICES FOR MASONRY room. If any problem persists you may fire. Hold the burning wand at damper Association, Herndon, VA FIREPLACE AND CHIMNEY CONSTRUCTION need to locate other sources of air level to start the draft, then lower it to Brick Industry Association of entering or being exhausted from the the paper/kindling stack. -
Fireplaces & Chimneys
Fireplaces & Chimneys Fireplaces, Accessories & Venting Solutions ® We Make Fire Better. Custom Luxury Fireplaces Extracted from Iceland’s Mt. Hekla volcano, Isokern brand products have been made from the cleanest, purest pumice for over 80 years. Our masonry components cradle the raw power of fire in the safest, most energy-efficient material on earth. Totally customizable, Isokern allows architects and their clients to pursue their most inspired designs, while connecting with the natural beauty of fire. A Name Built on reliability for years. Since 1989, we have proudly provided exceptional products combined with unmatched customer service from our 8 solution centers and dedicated network of over 400 dealers. >> ICELAND Contents. Did You The Standard ..............................................1 know? Specifications........................................................page 2 Our pumice ships directly from The Magnum ....................................................3 the Mount Hekla Volcano in Iceland to our state-of-the-art Specifications.........................................................page 5 automated manufacturing The Magnum+ ..................................................7 facility in Chesapeake, Virginia. Specifications.........................................................page 9 The Maximus ............................................11 “ Specifications.......................................................page 12 The Bvetto ................................................13 Specifications.......................................................page -
The Chimney-Graft Technique for Preserving Supra-Aortic Branches: a Review
Perspective The chimney-graft technique for preserving supra-aortic branches: a review Konstantinos G. Moulakakis1,2, Spyridon N. Mylonas1,2,3, Ilias Dalainas1, George S. Sfyroeras1, Fotis Markatis1, Thomas Kotsis3, John Kakisis1, Christos D. Liapis1 1Department of Vascular Surgery, Athens University Medical School, Attikon University Hospital, Athens, Greece; 2The Systematic Review Unit, The Collaborative Research (CORE) Group, Sydney, Australia; 3Vascular Unit, 2nd Clinic of Surgery, Aretaieion Hospital, Medical School, University of Athens, Athens, Greece Corresponding to: Konstantinos G. Moulakakis, MD, Ph.D, MSc, FEBVS. Athens University Medical School, Attikon University Hospital, Athens, Greece, Rimini 1 Str, Haidari, Athens, 12462 Greece. Email: [email protected]. Evolution in the endovascular era has influenced the management of aortic arch pathologies. “Chimney” or “snorkel” graft technique has been used as an alternative in high risk patients unfit for open repair. We reviewed the published literature on the chimney graft technique for preservation of the supra-aortic branches in order to provide an extensive insight of its feasibility and efficacy and investigate its outcomes. 18 reports were identified, with a total of 124 patients and 136 chimney. Primary technical success was achieved in 123/124 patients (99.2%). The perioperative mortality rate was 4.8% and the stroke rate was 4%, while events of spinal cord ischemia were rare. The overall endoleak rate was 18.5%; 13 patients (10.5%) developed a type I endoleak and 10 (8%) patients a type II endoleak. During a median follow-up period of 11.4 months (range, 0.87-20.1 months) all implanted chimney grafts remained patent. -
Wall Tile Failure in the Physical and Recreational Training Building, HMCS Shearwater, Dartmouth, N.S
NRC Publications Archive Archives des publications du CNRC Wall tile failure in the physical and recreational training building, HMCS Shearwater, Dartmouth, N.S. Tibbetts, D. C. For the publisher’s version, please access the DOI link below./ Pour consulter la version de l’éditeur, utilisez le lien DOI ci-dessous. Publisher’s version / Version de l'éditeur: https://doi.org/10.4224/20359026 Technical Note (National Research Council of Canada. Division of Building Research), 1962-05-01 NRC Publications Record / Notice d'Archives des publications de CNRC: https://nrc-publications.canada.ca/eng/view/object/?id=030d3c84-a61e-4721-abe0-14e7dc285439 https://publications-cnrc.canada.ca/fra/voir/objet/?id=030d3c84-a61e-4721-abe0-14e7dc285439 Access and use of this website and the material on it are subject to the Terms and Conditions set forth at https://nrc-publications.canada.ca/eng/copyright READ THESE TERMS AND CONDITIONS CAREFULLY BEFORE USING THIS WEBSITE. L’accès à ce site Web et l’utilisation de son contenu sont assujettis aux conditions présentées dans le site https://publications-cnrc.canada.ca/fra/droits LISEZ CES CONDITIONS ATTENTIVEMENT AVANT D’UTILISER CE SITE WEB. Questions? Contact the NRC Publications Archive team at [email protected]. If you wish to email the authors directly, please see the first page of the publication for their contact information. Vous avez des questions? Nous pouvons vous aider. Pour communiquer directement avec un auteur, consultez la première page de la revue dans laquelle son article a été publié afin de trouver ses coordonnées. Si vous n’arrivez pas à les repérer, communiquez avec nous à [email protected]. -
MASONRY REPAIR/REPOINTING at 310B ROUTE 32 UNCASVILLE, MONTVILLE, CT
MONTVILLE TOWN HALL 310b Route 32 Uncasville, Montville, Connecticut Specifications For MASONRY REPAIR/REPOINTING AT 310b ROUTE 32 UNCASVILLE, MONTVILLE, CT CLA Job No. 6765 February 2021 Prepared By: CLA Engineers, Inc. Consulting Engineers 317 Main Street Norwich, CT 06360 Ph: 860-886-1966 F: 860-886-9165 I. ADVERTISEMENT FOR BIDS II. INFORMATION FOR BIDDERS III. PROPOSAL FORMS 1. BID PROPOSAL 2. FORM OF BID BOND 3. NON-COLLUSION AFFIDAVIT OF PRIME BIDDER 4. STATEMENT OF BIDDER’S QUALIFICATIONS 5. PROPOSED SUBCONTRACTORS IV. AGREEMENT AND BOND FORMS 1. CONTRACT AGREEMENT 2. CERTIFICATION 3. FORM OF PERFORMANCE BOND 4. FORM OF PAYMENT BOND V. GENERAL CONDITIONS VI. SPECIAL CONDITIONS VII. TECHNICAL SPECIFICATIONS VIII. PHOTOGRAPHS Town of Montville CLA Engineers, Inc. Masonry Repair/Repointing, 310b Route 32. Civil · Structural · Survey I. ADVERTISEMENT FOR BIDS Town of Montville CLA Engineers, Inc. Masonry Repair/Repointing, 310b Route 32. Civil · Structural · Survey ADVERTISEMENT FOR BIDS TOWN OF MONTVILLE IS SOLICITING BIDS FOR MASONRY REPAIR/REPOINTING 310b ROUTE 32 UNCASVILLE, MONTVILLE, CT Sealed bids for MASONRY REPAIR/REPOINTING AT 310b ROUTE 32, UNCASVILLE, MONTVILLE, CT will be received at Montville Town Hall, 310 Norwich-New London Turnpike, Montville CT, until 10:00 am on April 6th, 2021, prevailing time, at which time they will be publicly opened and read aloud in the Town Council Chambers. The Contract generally consists of the repair and repointing of the existing exterior brickwork of Building #2 located at 310b Route 32, Uncasville, Montville, CT. The 2-story masonry building has prevalent cracking in the mortar throughout, cracks that extend through bricks, spalling of brick, and mortar loss occurring frequently.