A Concise History of the Use of the Rammed Earth Building
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JOB TITLE: Carpenter LOCATION: State College, PA COMPANY
JOB TITLE: Carpenter LOCATION: State College, PA COMPANY: Envinity is an energy conservation, efficiency and generation company that is rooted in the building science approach to green design, construction and energy management. Envinity’s Design and Construction group is seeking an experienced Carpenter to contribute to the group’s growth and service offerings. JOB SUMMARY: Envinity’s Residential Design + Build group focuses on creating high performance, energy efficient homes. Other important aspects of our work include the design and construction of home additions, custom woodworking, and other home improvements utilizing local resources and high performance building methods. Envinity has designed and constructed a wide range of energy savings projects from ENERGY STAR and Zero Energy Ready Homes rated new home construction to mechanical systems, home performance upgrades and alternative energy systems. To support and grow these efforts, Envinity is seeking a Carpenter with at least two years experience performing carpentry tasks. Qualified candidates should be versed in construction techniques, knowledge on how to safely use a wide variety of tools, experience in home construction and renovation projects, and a desire to improve your skills while working under some of the best carpenters in Centre County. This position requires some knowledge of building science and system interactions, strong communication skills, strong organizational skills, and a desire to make people’s homes more energy efficient. This position is primarily field-based performing all phases of carpentry and homebuilding on construction projects. JOB TASKS Perform basic rough and finish carpentry tasks. Read and interpret construction drawings and details. Understanding of home performance details such as air sealing and insulation techniques. -
Numerical Modeling of Rammed Earth Constructions: Analysis and Recommendations R
First International Conference on Bio-based Building Materials June 22nd - 24th 2015 Clermont-Ferrand, France NUMERICAL MODELING OF RAMMED EARTH CONSTRUCTIONS: ANALYSIS AND RECOMMENDATIONS R. El Nabouch, Q.-B. Bui ,*, P. Perrotin, O. Plé, J.-P. Plassiard Université de Savoie, LOCIE – CNRS UMR 5271, 73376 Le Bourget du Lac, France. *Corresponding author; e-mail: [email protected] Abstract Rammed earth (RE) material presents actually attracting interests in the context of sustainable development. In addition to low embodied energy, rammed earth constructions present interesting living comfort thanks to the substantial thermal inertia and the natural “moisture regulator” of the RE walls. This is why several researches have been recently carried out to study this material. However, comparing to other conventional materials (e.g. concrete), there is not yet sufficient results in the literature which enable to perform advanced studies in the case of extreme loadings (e.g. earthquake). The paper presents firstly a review of the existing studies on RE, from the material characteristics to the structural behavior, from the experimental results to the numerical models. An analysis of these results is presented. Secondly, numerical simulations using a finite element code (ASTER) are engaged. The Drucker-Prager elasto-plastic model is adopted. Experimental results, coming from the literature, are used to calibrate the numerical simulation. The variability of the parameters (Young modulus, friction angle, cohesion …) and the relevance of the used model will be discussed. Finally, recommendations for future numerical and experimental studies will be presented. Keywords: Rammed earth; mechanical characteristics; numerical modeling; Drucker-Prager model. material. The main objective of this article is to provide an accurate knowledge about the behavior and the 1 INTRODUCTION mechanical characteristics of this material in building Buildings constructed by local materials are construction.The first part of this article will mainly sustainable in the actual context. -
Rammed Earth Structures – Code of Practice Thc 03
SADCSTAN TC 1/SC 5/CD SAZS 724 SADC HARMONIZED STANDARD FOR RAMMED EARTH STRUCTURES – CODE OF PRACTICE THC 03 SADCSTAN TC 1/SC 5/CD SAZS 724 LOCAL FOREWORD This Standard SADC ZW HS 983:2014: Rammed earth structures – Code of practice, is the national adoption of Southern African Development Community Cooperation in Standardization’s (SADCSTAN) regional standard. This standard replaces ZWS 724:2000 which is now withdrawn. The SADCSTAN membership is open to National Standards Bodies (NSBs) of SADC Member States, or where a NSB has not been established by a Member State, any other institution designated by its Minister responsible for industry and trade. The Standards Association of Zimbabwe being the national standards body is a member of SADCSTAN. SADCSTAN promotes the coordination of standardization activities and services in the region with the purpose of achieving harmonization of standards and technical regulations (with the exception of legal metrology regulations) in support of the objectives of the SADC Protocol on trade. Zimbabwe’s participation in the development of this regional standard was through the Standards Association of Zimbabwe’s Technical Committee (TC) BC 042: Rammed Earth Structures, on which the following interests were represented: University of Zimbabwe, Department of Civil Engineering Civic Forum (Housing People of Zimbabwe) Construction Industry Federation of Zimbabwe Institute of Architects of Zimbabwe Intermediate Technology Development Group John Sisk and Son Julian Keable and Partners Ministry of National Housing and Social Amenities Ministry of Transport Infrastructural Development Scientific and Industrial Research and Development Centre Standards Association of Zimbabwe Zimbabwe Association of Consulting Engineers Rammed Earth Consulting CIC i SADCSTAN TC 1/SC 5/CD SAZS 724 Contents Page RAMMED EARTH STRUCTURES — CODE OF PRACTICE .................................................................. -
HISTORY of the TOIYABE NATIONAL FOREST a Compilation
HISTORY OF THE TOIYABE NATIONAL FOREST A Compilation Posting the Toiyabe National Forest Boundary, 1924 Table of Contents Introduction ..................................................................................................................................... 3 Chronology ..................................................................................................................................... 4 Bridgeport and Carson Ranger District Centennial .................................................................... 126 Forest Histories ........................................................................................................................... 127 Toiyabe National Reserve: March 1, 1907 to Present ............................................................ 127 Toquima National Forest: April 15, 1907 – July 2, 1908 ....................................................... 128 Monitor National Forest: April 15, 1907 – July 2, 1908 ........................................................ 128 Vegas National Forest: December 12, 1907 – July 2, 1908 .................................................... 128 Mount Charleston Forest Reserve: November 5, 1906 – July 2, 1908 ................................... 128 Moapa National Forest: July 2, 1908 – 1915 .......................................................................... 128 Nevada National Forest: February 10, 1909 – August 9, 1957 .............................................. 128 Ruby Mountain Forest Reserve: March 3, 1908 – June 19, 1916 .......................................... -
Vermiculite Concrete Introduction Vermiculite Concrete Is a Low Density Non-Structural Construction Product
Vermiculite Concrete Introduction Vermiculite concrete is a low density non-structural construction product. It is insulating (both thermally and acoustically) and intrinsically fire resistant. It is normally made simply by mixing exfoliated vermiculite as the aggregate, with cement and water, plus additives such as plasticisers if required. The ratio of exfoliated vermiculite aggregate to cement and the vermiculite grade can be varied to the properties such as strength and insulation as required for the concrete. The applications for vermiculite concrete are however, all non-structural. Vermiculite concretes can also be produced containing other lightweight aggregates, such as expanded perlite, to give differing physical properties. Normally the type of cement used in these mixes is Ordinary Portland Cement (O.P.C), although a higher initial strength may be obtained using Rapid Hardening Portland Cement (R.H.P.C). For high temperature refractory applications, high alumina (luminate in the USA) cements may be used with great success to manufacture lightweight in-situ cast insulation mixes and back up insulation products. However, these applications are beyond the scope of this specific application note. Applications for Vermiculite Concrete The principal applications for vermiculite concrete are for in-situ site mixed applications such as: • Floor and roof screeds • Void filling insulation mixes around chimneys, back boilers and fire backs • Blocks and slabs • Swimming pool bases [see separate application note for this application] Vermiculite concrete can be easily cut, sawed, nailed or screwed. The lower density vermiculite concrete screeds are usually covered with a denser topping mix of 4:1 or 5:1 sand to cement mix to a minimum depth of 25mm (1 inch); the screed and denser more load distributing topping should ideally be laid monolithically to prevent dis-bonding and shear fracturing between the screed and the topping. -
Recycling of Autoclaved Aerated Concrete in Screed and Stabilized Sand
RECYCLING OF AUTOCLAVED AERATED CONCRETE IN SCREED AND STABILIZED SAND Jef Bergmans1, Peter Nielsen2, Kris Broos3, Ruben Snellings4, Mieke Quaghebeur5 1 Researcher, VITO, [email protected] 2 Senior Researcher, VITO, [email protected] 3 Team Leader, VITO, [email protected] 4 Researcher, VITO, [email protected] 5 Program Manager, VITO, [email protected] ABSTRACT Autoclaved aerated concrete (AAC) is a lightweight cellular concrete that has been used for more than 80 years. Currently, however, no good recycling options for AAC from construction and demolition waste exist. The amount of AAC waste that can be recycled in the production of new AAC is limited because of quality issues. Furthermore, recycling AAC into traditional concrete or as unbound aggregate causes both technical and environmental problems because of the low compressive strength (2-8 MPa) of AAC and its high amount of leachable sulfate: typically > 10,000 mg/kg dm (L/S = 10). In this paper, recycled AAC waste was evaluated as a replacement of sand in a traditional screed (subfloor) and in cement stabilized sand products. A range of cements (CEM I, CEM II and CEM III), were used in combination with the crushed AAC waste aggregate (0-8 mm). During hydration a reaction of the AAC leachable sulfate and the aluminate contained in the cement resulted in the formation of (insoluble) ettringite. The main conditions influencing the formation of ettringite, and hence the leaching of sulfate, were examined in cement stabilized sand products. A sufficiently high pH was found to be crucial to meet sulfate leaching standards. -
The Aroostook Times, September 4, 1912
i: iaajftQok Vol 62. Houlton, Maine, Wednesday, September 4, 1912. No. 36 nett. Limestone; F. N. Yose, o f, spoke wheel. The next double booth was oc Fredericton o FIRST ANNUAL FAIR Houlton, proprietor of the Fair-! The International Harvester Co. cupied by die Dunn Furniture Co. \\ ednesdav s game was another view poultry yards, and Harry j represented by Geo. H. Taber dx who showed a fine line of the new variety cf ball sometimes played Circassian Walnut furniture, the by the teams in the league, and Moody of Houlton, beside many j Co. showed a very large line of celebrated Crawford ranges and our St. John brothers had no diffi Houlton Agricultural Society others. ! their goods. w a s h i n g machines. Souvenirs culty in landing a 7-inning game Machinery Exhibit j McCluskey Bros. Hardware Co. were also in great demand at this to the tune of 16 to 4. booth. Many labor saving devices were j had on display,^the easy running Thursday's game offered still Many Attraction*. Fast Horses, Aviator Terrill Thrills Thous another variety of baseball, a class shown in this department and at- i anc^ we^ know n I aber fai m wagon ands by His Wonderful Air by itself, and the spectators saw tracted a large number of visitors. W. L. McGee showed the Oliver} the home team win, lose and win __ j; A Terrill F ligh ts. The Putnam Hardware Co. had sulky p 1 o w. Worcester K e m p | again in a closely contested game, ■ v ' ■ ■ E f T manure spreader and the DeLavalj Prof- F. -
Effectiveness of the Repair of Unstabilised Rammed Earth with Injection of Mud Grouts
Effectiveness of the repair of unstabilised rammed earth with injection of mud grouts R.A. Silva 1, D.V. Oliveira 2, L. Schueremans 3, T. Miranda 4, J. Machado 5 1-2, 4-5 ISISE, University of Minho, Guimarães, Portugal 3 Department of Civil Engineering, KU Leuven / Frisomat, Belgium Abstract: The presence of cracks debilitates the structural performance of rammed earth. Grout injection is a repair solution put forward recently, where compatibility issues demand using mud grouts. Little is known on this topic, whereby an experimental program on the mechanical effectiveness of grout injection for repairing cracks in rammed earth was performed. Specimens tested under bending and diagonal compression were retested after repair with injection of mud grouts. Mud grouts incorporating the original soil of the rammed earth are shown to perform better and their injection achieves satisfactory shear strength recovery, but is less effective in recovering initial shear stiffness. Keywords: Earth construction, rammed earth, repair, injection, mud grout, diagonal compression, shear strength, three-point bending, bending strength, experimental program Highlights: - The repair effectiveness of mud grouts is tested; - The shear behaviour of rammed earth depends on binding, friction and interlocking; - Mud grouts incorporating the same soil of the rammed earth perform better; - Grout injection provides satisfactory strength recovery; - Grout injection is incapable of recovering the initial shear stiffness. 1PhD, Post-doc researcher, ISISE, University of Minho, Department of Civil Engineering, Azurém, P-4800-058 Guimarães, Portugal. Phone: +351 253 510 200, fax: +351 253 510 217, email: [email protected] 2PhD, Professor, ISISE, University of Minho, Department of Civil Engineering, Azurém, P-4800-058 Guimarães, Portugal. -
9. a Fixed Abode: Neolithic Houses in County Carlow TJ O’Connell and Nial O’Neill
9. A fixed abode: Neolithic houses in County Carlow TJ O’Connell and Nial O’Neill Illus. 1—Location of the sites at Russellstown and Busherstown, Co. Carlow (based on the Ordnance Survey Ireland map). The type of evidence that archaeologists uncover for Neolithic settlement in Ireland can come in a variety of forms, ranging from small-scale temporary sites to larger, more permanent enclosed landscapes such as the Céide fields in County Mayo. Neolithic buildings form one part of this mosaic of settlement evidence. The remains of two Early Neolithic rectangular houses were excavated in the townlands of Russellstown and Busherstown, Co. Carlow, by Headland Archaeology Ltd in 2006 on behalf of Carlow County Council and the NRA.1 This work was undertaken in advance of construction works for the N9/N10 Kilcullen–Waterford Road Scheme: Prumpelstown to Powerstown (Illus. 1). Their identification and excavation provide important additions to our knowledge of this site type in a part of the country where they have not been documented previously. Prior to the discovery of these buildings, evidence of Neolithic settlement in County Carlow was limited to a number of impressive funerary monuments, such as Kernanstown Portal Tomb (Record of Monuments and Places no. CW007-010), known locally as Brownshill Dolmen, and the Baunogenasraid Linkardstown-type burial tomb (CW008- 031001). Both the Russellstown and Busherstown sites were located within a 3.5 km radius of Brownshill Dolmen and within 5 km of the Baunogenasraid tumulus. Although it cannot 85 Dining and Dwelling be proven at present, the likelihood that those involved in building these tombs may have lived in one or both of the houses under discussion cannot be discounted. -
Influence of Arabic and Chinese Rammed Earth Techniques in the Himalayan Region
Sustainability 2012, 4, 2650-2660; doi:10.3390/su4102650 OPEN ACCESS sustainability ISSN 2071-1050 www.mdpi.com/journal/sustainability Article Influence of Arabic and Chinese Rammed Earth Techniques in the Himalayan Region Paul Jaquin Integral Engineering Design, Tollbridge Studios, Bath, UK; E-Mail: [email protected] Received: 14 August 2012; in revised form: 24 September 2012 / Accepted: 8 October 2012 / Published: 15 October 2012 Abstract: This paper discusses different rammed earth construction technique in Asia. Rammed earth construction techniques from China, Indian, Nepal and Bhutan are examined. It is shown that these techniques are demonstrably different from each other, and argued that the techniques may have developed independently. Case study structures are discussed and it is shown that with care it is possible to chart the development of both techniques both chronologically and geographically. Keywords: rammed earth; formwork; rammer; Asia; Bhutan; Ladakh; Mustang, Hakka 1. Introduction In this paper we compare different aspects of rammed earth construction, focusing mainly on the formwork support and the rammer. The findings presented in this paper are a result of the author’s observations of a number of sites in Asia, and it is believed this is the first time such similarities and differences have been described. However, a detailed survey of many rammed earth structures has not been undertaken, and thus the conclusions, at this point, are tentative. 2. Rammed Earth Rammed earth is a simple construction technique based on compacting earth between formwork to make a homogeneous wall. It has recently become popular in Australia, the USA and other parts of the world because it is recognized as a sustainable building material. -
Chapter 8 - Concrete
Chapter 8 - Concrete Chapter 8 - Concrete Chapter 8 - Concrete Concrete is formed from a hardened mixture of cement, water, sand, rock, air and certain admixtures through the chemical reaction called Hydration. Chapter 8 - Concrete Nearly every structure constructed in SD will utilize concrete in one form or another. The chapter will cover concrete from the point it is delivered to the construction site in its plastic state to its use in its final position. Inspection at Plant: This is covered in the Concrete Plants Manual Haul ticket Project Material Date Truck Number Water: Maximum Water: Actual Batch Size Time Start Mix Inspector: Plant Revolution: Initial Inspection at Delivery Your inspection of the concrete begins when the concrete reaches the structure site. Your inspection focuses on items that affect the strength and durability of the concrete. You will be tasked with performing the fresh concrete testing and also to closely monitor the operations of the pour. Inspection at Delivery Time Limits Inspection items Amount of Mixing which ultimately Slump affect strength and durability of concrete Air Content Temperature Concrete Cylinders Unit Weight Time Limits If concrete placement takes too long, it will start to “set up”. The following limits have been specified: Concrete mixed in hauling unit (Redi-mix truck) 50 – 80o F Discharge within 90 min. & screed within 105 min. 80 – 90o F Discharge within 45 min. & screed within 60 min. Concrete not mixed in hauling unit (uncommon for structures) 50 – 80o F - Discharge within 45 min. & screed within 60 min. 80 – 90o F - Discharge within 30 min. & screed within 45 min. -
Study Guide: Windows & Doors
STUDY GUIDE: WINDOWS & DOORS Learning Objectives: • The features and benefi ts of the products you sell. • How to answer your customers’ product-related questions. • How to help your customer choose the right products. • How to increase transaction sizes by learning more about add-on sales and upselling techniques. Chapter 1: Windows Module 1: Window Construction Product Knowledge: • The Jamb is the frame around the top and side of a window. • The Sill is the piece that forms the bottom member of a window frame. It sheds water away from the window and wall and usually extends 1” to 1-1/2” from the wall. • The Frame is the entire jamb and sill assembly. • The Sash (or Vent) is the frame that immediately surrounds the glass, or the entire frame and glass assembly. • The Stops are fastened around the inside of the jamb to hold the sliding sash in place or provide a meeting surface for a swinging sash. • The Mullion is the connecting piece between two or more windows fastened together. • The Stool is the fl at trim piece at the bottom inside of the window. • The Apron is fastened along the interior wall beneath the stool, to hide the gap between the bottom of the window and the wall. • The Casing is the trim around the inside or outside of the window that hides the gap between the window and the surrounding wall. Window frame materials Next, let’s look at the basic types of materials used in the window frame. Wood • Wood sash are made with mortise-and-tenon joints and glued together.