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Thermal Insulation (thermal + insulation)
Selected AbstractsPractical mathematical model to predict the performance of insulating packagesPACKAGING TECHNOLOGY AND SCIENCE, Issue 6 2007Seung-Jin Choi Abstract Thermal insulation is used in a variety of applications to protect temperature-sensitive products from thermal damage. Several factors affect the performance of insulating packages. These factors include the packaging material, the geometry of the package, the geometry of the product, and the degree of contact between the product and the package. In this study, a comprehensive model which includes all of these factors was developed to predict the performance of the insulating package. First, an equation was derived for the calculation of the thermal resistance of a multilayered wall. The wall resistance was then used in a mathematical model which included the aforementioned factors. Basic heat transfer principles covering conduction, convection and radiation were applied to the model and the package heat penetration rate was calculated. Based on this model, several factors affecting the performance of the insulating package were discussed. Examples of the use of this model for ice requirement calculations were also included. Copyright © 2007 John Wiley & Sons, Ltd. [source] Insulating effect of coals and organic rich shales: implications for topography-driven fluid flow, heat transport, and genesis of ore deposits in the Arkoma Basin and Ozark PlateauBASIN RESEARCH, Issue 2 2002J.A. Nunn ABSTRACT Sedimentary rocks rich in organic matter, such as coal and carbonaceous shales, are characterized by remarkably low thermal conductivities in the range of 0.2,1.0 W m,1 °C,1, lower by a factor of 2 or more than other common rock types. As a result of this natural insulating effect, temperature gradients in organic rich, fine-grained sediments may become elevated even with a typical continental basal heat flow of 60 mW m,2. Underlying rocks will attain higher temperatures and higher thermal maturities than would otherwise occur. A two-dimensional finite element model of fluid flow and heat transport has been used to study the insulating effect of low thermal conductivity carbonaceous sediments in an uplifted foreland basin. Topography-driven recharge is assumed to be the major driving force for regional groundwater flow. Our model section cuts through the Arkoma Basin to Ozark Plateau and terminates near the Missouri River, west of St. Louis. Fluid inclusions, organic maturation, and fission track evidence show that large areas of upper Cambrian rocks in southern Missouri have experienced high temperatures (100,140 °C) at shallow depths (< 1.5 km). Low thermal conductivity sediments, such as coal and organic rich mudstone were deposited over the Arkoma Basin and Ozark Plateau, as well as most of the mid-continent of North America, during the Late Palaeozoic. Much of these Late Palaeozoic sediments were subsequently removed by erosion. Our model results are consistent with high temperatures (100,130 °C) in the groundwater discharge region at shallow depths (< 1.5 km) even with a typical continental basal heat flow of 60 mW m,2. Higher heat energy retention in basin sediments and underlying basement rocks prior to basin-scale fluid flow and higher rates of advective heat transport along basal aquifers owing to lower fluid viscosity (more efficient heat transport) contribute to higher temperatures in the discharge region. Thermal insulation by organic rich sediments which traps heat transported by upward fluid advection is the dominant mechanism for elevated temperatures in the discharge region. This suggests localized formation of ore deposits within a basin-scale fluid flow system may be caused by the juxtaposition of upward fluid discharge with overlying areas of insulating organic rich sediments. The additional temperature increment contributed to underlying rocks by this insulating effect may help to explain anomalous thermal maturity of the Arkoma Basin and Ozark Plateau, reducing the need to call upon excessive burial or high basal heat flow (80,100 mW m,2) in the past. After subsequent uplift and erosion remove the insulating carbonaceous layer, the model slowly returns to a normal geothermal gradient of about 30 °C km,1. [source] Numerical determination of 3D temperature fields in steel jointsFIRE AND MATERIALS, Issue 2-4 2004Jean-Marc Franssen Abstract A numerical study was undertaken to investigate the temperature field in steel joints and to compare the temperatures in the joints with the temperatures of the adjacent steel members on the hypothesis that the thermal protection is the same on the joint and in the members. Very brief information is given on the numerical model, supplemented with parametric studies made in order to determine the required level of discretization in the time and in the space domain. A simplified assumption for representing the thermal insulation is also discussed and validated. Different numerical analyses are performed, with a variation of the following parameters: (i) type of joints, from very simple to more complex configurations, with welds and/or bolts, all of them representing joints between elements located in the same plane; (ii) unprotected joints or protected by one sprayed material; (iii) ISO, hydrocarbon or one natural fire scenario. The fact that the thermal attack from the fire might be less severe because the joints are usually located in the corner of the compartment is not taken into account. Copyright © 2004 John Wiley & Sons, Ltd. [source] Talus Instability in a Recent Deglaciation Area and Its Relationship to Buried Ice and Snow Cover Evolution (Picacho Del Veleta, Sierra Nevada, Spain)GEOGRAFISKA ANNALER SERIES A: PHYSICAL GEOGRAPHY, Issue 2 2003Antonio Gómez The southernmost glacier in Europe formed during the Little Ice Age at the foot of the north wall of Picacho del Veleta (3 398 m) in Sierra Nevada, in the southeast region of the Iberian Peninsula (lat. 37,03,N, long. 3,22,W). The glacier gradually retreated during the last century, leaving a large talus slope at the base of the wall. The unconsolidated material covering the ice masses acted as a thermal insulator. Recent bottom temperature of snow (BTS) analyses and drillings indicate that the ice still exists within the talus. Evidence from field observations made during the period 1995,2001, revealed that large mass movements occurred during the driest summers (1998 and especially, 1999 and 2000) when the talus was snow free. These conditions suggest a direct relationship between talus stability and thermal insulation from the snow cover in areas where buried ice or decaying marginal permafrost exists. [source] Processing, mechanical properties, and interfacial bonding of a thermoplastic core-foam/composite-skin sandwich panel,ADVANCES IN POLYMER TECHNOLOGY, Issue 3 2010S. Pappadà Abstract In this work, a thermoplastic sandwich panel was designed, produced, and tested for use in insulating walls of containers for food transportation. A sandwich construction comprising a poly(ethylene terephthalate) core and polypropylene/glass fiber skins was evaluated as possible replacement of systems consisting of polyurethane foam in combination with unsaturated polyester glass-reinforced skins that are currently used for the manufacture of these structures. Factors were taken into account to satisfy the simultaneous need of thermal insulation and adequate mechanical properties that are required for the production of large flat panels 100-mm thick. The influences of different manufacturing processes and skin-core adhesion on the mechanical properties of this thermoplastic sandwich were investigated and are discussed in the text. © 2010 Wiley Periodicals, Inc. Adv Polym Techn 29:137,145, 2010; View this article online at wileyonlinelibrary. DOI 10.1002/adv.20186 [source] Rotational molding of two-layered polyethylene foamsADVANCES IN POLYMER TECHNOLOGY, Issue 2 2001Shih-Jung Liu Rotational molding of polyethylene foams has increasingly become an important process in industry because of its resultant thicker walls, low sound transfer, high stiffness, and good thermal insulation. This report assesses the rotomoldability of two-layer polyethylene foamed parts. The polymeric material used in this study was linear low-density polyethylene and the foaming material was an endothemic chemical blowing agent. Two different molding methods, by powder and by pellet, were used to mold the multilayer foamed parts. Rotational molding experiments were carried out in a laboratory scale uniaxial machine, capable of measuring internal mold temperature in the cycle. Characterization of molded part properties was performed after molding. Optical microscopy was also employed to determine the bubble distribution in foamed parts. The final goal of this study was to investigate how the blowing agent and processing conditions can influence the process of rotational molding and the final product quality. It was found that the rotational molding of two-layer polyethylene foams produced parts of better impact properties, as well as fine outside surfaces. In addition, rotational molding of foamed parts by pellets saves the cost of powder grinding, but is counteracted by uneven inner surfaces. © 2001 John Wiley & Sons, Inc. Adv Polym Techn 20: 108,115, 2001 [source] Korean 4- to 11-year-old student conceptions of heat and temperatureJOURNAL OF RESEARCH IN SCIENCE TEACHING, Issue 2 2007Seoung-Hey Paik The aim of the present study is to shed light on the conceptions that young students have of heat and temperature, concepts that are both important in school science curricula and closely related to daily life. The subjects of the study were students from a rural district in South Korea and they ranged in age from 4 to 11 years. Interviews were conducted with each student on the basis of questions on temperature, thermal insulation, and heat equilibrium. After calculating the frequency and percentage of student responses and analyzing the rationale for their answers, it was found that younger students tended to view temperature as "size" or a "summation of numbers." This tendency gradually diminished in older students. Most students had alternative conceptions of thermal insulation regardless of age; however, reasoning differed according to age. Younger students displayed a greater tendency to view insulation as a material property, whereas older students showed a greater tendency toward rational heat and temperature conceptions. Most students did not have clear concepts of heat equilibrium regardless of age, but possessed numerous alternative conceptions. © 2007 Wiley Periodicals, Inc. J Res Sci Teach 44: 284,302, 2007 [source] Formation of mesosiderites by fragmentation and reaccretion of a large differentiated asteroidMETEORITICS & PLANETARY SCIENCE, Issue 7 2001Edward R. D. SCOTT To test whether impacts can excavate core iron and mix it with crustal material, we used a low-resolution, smoothed-particle hydrodynamics computer simulation. For 50,300 km diameter differentiated targets, we found that significant proportions of scrambled core material (and hence potential mesosiderite metal material) could be generated. For near-catastrophic impacts that reduce the target to 80% of its original diameter and about half of its original mass, the proportion of scrambled core material would be about 5 vol%, equivalent to ,10 vol% of mesosiderite-like material. The paucity of olivine in mesosiderites and the lack of metal-poor or troilite-rich meteorites from the mesosiderite body probably reflect biased sampling. Mesosiderites may be olivine-poor because mantle material was preferentially excluded from the metal-rich regions of the reaccreted body. Molten metal globules probably crystallized around small, cool fragments of crust hindering migration of metal to the core. If mantle fragments were much hotter and larger than crustal fragments, little metal would have crystallized around the mantle fragments allowing olivine and molten metal to separate gravitationally. The rapid cooling rates of mesosiderites above 850 °C can be attributed to local thermal equilibration between hot and cold ejecta. Very slow cooling below 400 °C probably reflects the large size of the body and the excellent thermal insulation provided by the reaccreted debris. We infer that our model is more plausible than an earlier model that invoked an impact at ,1 km/s to mix projectile metal with target silicates. If large impacts cannot effectively strip mantles from asteroidal cores, as we infer, we should expect few large eroded asteroids to have surfaces composed purely of mantle or core material. This may help to explain why relatively few olivine-rich (A-type) and metal-rich asteroids (M-type) are known. Some S-type asteroids may be scrambled differentiated bodies. [source] Untersuchungen hinsichtlich der Dauerhaftigkeit von Wärmedämmverbundsystemen (WDVS) mit HolzfaserdämmplattenBAUPHYSIK, Issue 4 2009Norbert Rüther Dipl. Wärme; Versuche; thermal insulation and heat; experimental set-up Abstract Der Schutz der Dämmstoffe von WDVS vor Umwelteinflüssen wird hauptsächlich durch das Putzssystem sichergestellt. Haftet dieses nicht mehr am Dämmstoff, so sind umfangreiche Sanierungsmaßnahmen erforderlich. Mit Hilfe von Haftzugprüfungen aus künstlich gealterten Proben sollten Prognosen über die Dauerhaftigkeit unter realen Bedingungen abgeleitet werden. Es wurde festgestellt, dass die Festigkeit von Platten mit hoher Anfangsfestigkeit über die Zeit um etwa 25 % geringer wird, dann jedoch auf dem Festigkeitsniveau verbleibt. Bei Platten mit niedriger Anfangsfestigkeit wurde kein relevanter Festigkeitsabfall ermittelt. Experimental analysis of the durability of external thermal insulation compound systems (ETICS) using wood fibre insulating boards. The insulation of external thermal insulation compound systems has to be protected by the rendering system. The failure of the rendering system, e.g. due to the loss of bonding strength to the insulation can lead to a failure of the hole system. Forecasts of the durability should be done by using test results of tensile bond strength from samples which were stressed by artificial weathering. Boards with a relatively high strength lose nearly 25 % of their strength and continue in a while at that level. Boards with a relatively low strength do not lose there strength any more. [source] Wärme- und Feuchtetransport in VakuumisolationspaneelenBAUPHYSIK, Issue 6 2008Andreas Beck Prof. Dr. Wegen ihrer extrem niedrigen Wärmeleitfähigkeit und der damit verbundenen Möglichkeiten, mit geringen Bauteildicken hochwertig zu dämmen, haben Vakuumisolationspaneele (VIP) innerhalb kurzer Zeit Verbreitung im Bauwesen gefunden , insbesondere in Situationen, in denen andere Dämmstoffe aus Platzgründen nicht in Frage kommen. Da noch keine Langzeiterfahrungen über die Alterung der Paneele vorhanden sind, muss beim Bemessungswert der Wärmeleitfähigkeit im Moment allerdings noch mit hohen Sicherheitszuschlägen gerechnet werden, vor allem wegen des über die Nutzungsdauer stattfindenden Gaseintrags. Besonders von Interesse ist hierbei das Verhalten von aus der Umgebung eindiffundierendem Wasserdampf. Während die Auswirkungen von trockenen Gasen genau bezifferbar sind, überlagern sich beim Stoff- und Wärmetransport durch Wasser verschiedene Vorgänge, die die Wärmeleitung im VIP deutlich erhöhen, aber messtechnisch nur schwer erfassbar sind. Daher wurde ein theoretisches Modell entwickelt, das den Wärmestrom auf Grundlage der kinetischen Gastheorie für Molekularströmung und Oberflächendiffusion beschreibt und darüber hinaus Rückschlüsse auf die Diffusionseigenschaften des Kernmaterials zulässt. Heat and Moisture Transport in Vacuum Insulation Panels. Due to their extremely low thermal conductivity, vacuum insulation panels (VIP) allow for high standard thermal insulation with slim building components. Within few years, this led to widespread use especially in building situations where space is limited. As there are no long-term experiences concerning the thermal characteristics of VIPs, however, their rated values of thermal conductivity are notably higher than the actual measured values at present, which primarily represents effects of degradation caused by gases infiltrating the panel. Most significant is the influence of water vapour diffusing into the VIP. Whereas the effects of dry gases are well known and can be exactly quantified, water vapour causes different processes of heat and matter transfer which increase thermal conduction within the VIP considerably, but which cannot be separated accurately by means of measuring. Thus a theoretical model was developed which describes heat flux basing on the kinetic theory of gases for molecular diffusion and surface diffusion. It moreover provides information about the diffusion characteristics of the core material. [source] Energetisch und bauphysikalisch optimierte Sanierung eines Baudenkmals in GörlitzBAUPHYSIK, Issue 3 2007Christian Conrad Dipl.-Ing. Mit den angewendeten Sanierungsmassnahmen an einem barocken Gebäude in Görlitz (Innendämmung Straßenfassade, WDVS Hoffassade, Solaranlage, Lüftungsanlage mit WRG, Grauwassernutzung und Fußbodenabwasserheizung) wurden unter Einhaltung der Auflagen des Denkmalschutzes die Energieeffizienzklasse A+ erreicht, die Belange des Umweltschutzes berücksichtigt und die Dauerhaftigkeit und Zuverlässigkeit der Konstruktionen gewährleistet. Die erreichten Ergebnisse werden u.a. mit instationären Simulationsrechnungen (Wärme-, Luft- und Feuchtetransport in kapillarporösen Baustoffen) für die einzelnen Bauteile und instationären Simulationsrechnungen anlagentechnischer Komponenten verifiziert. Dabei wird bauphysikalisch der Einfluss der hohen Bauwerksmasse ganzjährig quantifiziert. Die Auswirkungen der eingesetzten Anlagentechnik auf historische Bauteile, wie z. B. die Holzbalkendecken, werden untersucht. Auf der Grundlage der Erfahrungen zur Vermeidung der Kondensat- und Reifbildungen bei hochdämmenden geneigten Verglasungen wurde gemeinsam mit einem ortsansässigen Glaswerk eine neue Wärmeschutzverglasung mit einer außenliegenden Beschichtung entwickelt/kombiniert und eingesetzt. Optimized energy saving rehabilitation of a baroque building monument. With the rehabilitation of the baroque building Handwerk 15 in Görlitz the authors achieved the energy efficiency class A+ under observance of all conditions from preservation of historic buildings and monuments, taking into account the environmental issues as well as durability and safety of the constructions in the house. The rehabilitation includes the internal thermal insulation of the historically valuable façade on the street side, the thermal insulation of the façade on the backyard side, the use of solar energy for hot water and for the support of heating especially in summer for heating the ground floor, a ventilation system with heat exchanger, the use of gray water generated from domestic processes such as laundry and bathing, and an underfloor heating for the ground floor with waste water as medium. The measurement results will be verified with numerical simulations (temperature, air, moisture transport in porous materials) of the separate building constructions and the technical components. The physical influence of the high building mass is quantified. The effects of the HVAC system on the historical building construction like for instance the timber beam floor will be investigated. Based on experiences about avoiding condensate and hoarfrost on inclined insulated glass together with a glass producing firm a new insulate glass with a special coating was developed. [source] Untersuchung des Wärmeschutzes von Außenecken über unbeheizten Kellern in Wohngebäuden , die Achillesferse von massiven Außenwänden mit äußerer Wärmedämmung?BAUPHYSIK, Issue 4 2004Christoph Geyer Dr. rer. nat. Außenwände von Wohngebäuden werden häufig als massive Mauerwerkswände mit einer außenliegenden Wärmedämmung erstellt. Bei dieser Wandkonstruktion trennt aber der Mauerwerkssockel der massiven Außenwand im Erdgeschoß die Wärmedämmebene der Außenwand von der Wärmedämmebene der Kellerdecke über einem unbeheizten Keller. Hierdurch entsteht eine linienförmige Wärmebrücke. Die für den Mindestwärmeschutz kritischste Stelle tritt an der Außenecke im Erdgeschoß auf, wo sich je zwei dieser linienförmigen Wärmebrücken überlagern. Daher wird die minimale raumseitige Oberflächentemperatur an dieser Ecke für die Beurteilung des Mindestwärmeschutzes der Konstruktion herangezogen. Durch eine Vielzahl von dreidimensionalen Wärmebrückenberechnungen werden die Konstruktionseigenschaften der angrenzenden ebenen Bauteile herausgearbeitet, welche die minimale, raumseitige Oberflächentemperatur in der Außenecke über einem unbeheizten Keller und damit den Mindestwärmeschutz der Konstruktion beeinflussen. Es zeigt sich, daß eine minimale raumseitige Oberflächentemperatur in der Außenecke von 12, 6 °C erst mit Wärmedurchlaßwiderständen der Tragschale bzw. der gesamten Wandkonstruktion nachgewiesen werden kann, die wesentlich höher als 1, 2 m2K/W sind. Damit ist für diese Art von Außenwänden ein Mindestwärmeschutz nach Tabelle 3, DIN 4108-2 [1] mit einer Anforderung an den Wärmedurchlasswiderstand von R , 1,2 m2K/W nicht ausreichend, um den Mindestwärmeschutz auch für die Außenecke im Erdgeschoß rechnerisch nachweisen zu können. Es wird daher vorgeschlagen, ergänzende Hinweise in die Norm aufzunehmen. Examination of the thermal insulation characteristics of external corners above unheated basements in dwellings , the Achilles' heel of heavy-weight external walls with thermal insulation on the outside? External walls in dwellings consist often of a heavy-weight wall and a thermal insulation fixed outside. With this construction the insulation of the external wall is separated by the plinth of the external wall from the thermal insulation incorporated in the slab above an unheated basement. This results in a thermal bridge along the edge of the basement slab. The most critical point of the construction with regard to thermal protection occurs at the exterior corner at ground floor level, where two linear thermal bridges overlay. For this reason the minimum inner surface temperature of the corner is used to estimate the heat protection of the construction. A number of calculations of the minimum temperature at the interior surface of this three dimensional thermal bridge is performed to evaluate the parameters of the adjacent construction details which affect the minimum temperature at the inner surface of the corner. To reach the minimum temperature at he inner surface of the corner of 12.6 °C demanded by the German standard DIN 4108-2 as the minimum requirement of heat protection for thermal bridges, thermal resistances of the whole wall construction much higher than 1.2 m2K/W are necessary. For this construction type of exterior walls a thermal resistance of 1.2 m2K/W as demanded in table 3 of the German standard DIN 4108-2 as a minimum heat insulation for exterior walls can be shown to be insufficient to assure a minimum temperature of 12.6 °C at the inner surface of the corner at ground floor level. Thus it is proposed to add additional notes concerning this construction type in this standard. [source] Tragverhalten von teilweise vorgefertigten Stahlbetonwänden mit Ortbetonergänzung und integrierter WärmedämmungBAUTECHNIK, Issue 11 2004Ralf Gastmeyer Dr.-Ing. Bei teilweise vorgefertigten Stahlbetonwänden mit Ortbetonergänzung und integrierter Wärmedämmung erfolgt die Verbindung des innen- und außenseitigen Betonquerschnitts meistens durch Gitterträger mit Diagonalen aus nichtrostendem Betonstahl. Die Gitterträger bewirken unter anderem eine schubweiche Kopplung der beiden Wandschalen, die bei der Weiterleitung von rechtwinklig zur Wandebene wirkenden Lasten (Wind oder Erddruck) und bei Temperaturänderung sowie unterschiedlichem Schwinden des innen- und außenseitigen Betonquerschnitts zum Tragen kommt. Nachfolgend werden die hieraus folgenden Beanspruchungen der äußeren Wandschale und der Gitterträger erläutert, die maßgebend für die Bemessung dieser Bauteile sind. Load carrying behaviour of partially precast concrete panels with additional site-cast concrete and integrated thermal insulation. For partially precast concrete panels with additional site-cast concrete and integrated thermal insulation, the connection between the interior and external wall layer currently is made by using stainless steel lattice girders. The lattice girders are leading to a flexible shear connection of both wall layers, which is acting under transversal loads (wind or earth pressure), under temperature changes and different shrinkage of the interior and external concrete cross section. Following the loads acting on the outer wall layer and on the lattice girders will be described, which are significant for dimensioning of these construction elements. [source] | ||||||||||