Gotowe bibliografie tematyczne / Pressure Concrete Company

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Gotowa bibliografia na temat „Pressure Concrete Company”

Autor: Grafiati

Data publikacji: 27 lipca 2024

Data aktualizacji: 31 lipca 2025

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Artykuły w czasopismach na temat "Pressure Concrete Company"

Martauz, Pavel, Vojtěch Václavík, and Branislav Cvopa. "The Properties of Concrete Based on Steel Slag as a By-Product of Metallurgical Production." Key Engineering Materials 838 (April 2020): 10–22. http://dx.doi.org/10.4028/www.scientific.net/kem.838.10.

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This article presents the results of research on the use of unstable steel slag with a fraction of 0/8 mm as a 100% substitute for natural aggregate in concrete production. Two types of cements were used for the production of concrete: Portland cement CEM I 42.5N and hybrid cement H-CEMENT. Both of these cements were produced by the company Považská cementárna, a.s., Ladce. The main objective of this study was to assess the suitable type of binder to be combined with unstable steel slag in the production of concrete composite. The prepared concrete was used to test the properties of a fresh

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TP, Krishna Kumar, M. Ramachandran, Chinnasami Sivaji, and Chandrasakar Raja. "Financing practices of Micro and Small Entrepreneurs using WSM MCDM Method." 4 1, no. 4 (2022): 18–25. http://dx.doi.org/10.46632/jdaai/1/4/3.

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A small or micro enterprise is usually a one-person show. A partnership is held by a firm or corporation Even in small units, operations are mainly carried out by shareholders or Carried out by one of the directors. In practice, others are sleeping partners or directors, essentially helping out financing. A company is classified If the paid up capital is less than or equal to 20,000 Birr As micro. Similarly, a company has its paid-up capital when less than or equal to Birr 500,000 considered small. However, it is the size of jobs or number of employees in MSE Does not provides information abou

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Pruška, Jan, Miroslav Šedivý, and Vojtěch Anderle. "Problems with reinforced concrete industrial floors with regard to subsoil swelling." Acta Polytechnica 64, no. 1 (2024): 34–41. http://dx.doi.org/10.14311/ap.2024.64.0034.

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Most of the problems associated with open cracks in reinforced concrete industrial floors do not arise from technological indiscipline in the execution or exceeding the permitted floor load, but from the geotechnical profile beneath the floor. In the presence of swelling soil in the subsoil, the floors can then be shifted upwards by centimeters and create open cracks. This article describes regression relationships for the prediction of swelling pressure and deformation of reinforced concrete industrial floors based on indirect measurements. These relationships were obtained by evaluating a la

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Drzymała, Tomasz, Bartosz Zegardło, and Piotr Tofilo. "Properties of Concrete Containing Recycled Glass Aggregates Produced of Exploded Lighting Materials." Materials 13, no. 1 (2020): 226. http://dx.doi.org/10.3390/ma13010226.

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The paper presents an analysis of the possibilities of using glass waste from recycled lighting materials as aggregates for cement concrete. The research material was obtained from a company that utilizes electrical waste. Glass from pre-sorted elements was transported to the laboratory and crushed in a drum crusher. In this way, the aggregate obtained was subjected to the basic tests that are carried out for aggregates traditionally used in construction. The specific density of aggregate, bulk density, absorbability, crushing index, grain shape, texture type and aggregate flatness index were

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Hubova, Olga, Lenka Konecna, Marek Macak, and Gabriel Ciglan. "Pedestrian Wind Comfort around the Reinforced-Concrete Atypical Structure." Key Engineering Materials 738 (June 2017): 153–63. http://dx.doi.org/10.4028/www.scientific.net/kem.738.153.

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The high-rise buildings in built-up areas affect the surrounding pedestrian-level wind environment. Unpleasant gust strong wind especially between the buildings, on corners, the crossing points and passages, will experience these locations as not comfortable or dangerous. The series of parametric wind tunnel studies were carried out to investigate the effects of building width, height and the gap width between buildings on the pedestrian-level wind environment. In the article, we will discuss build up area around designed reinforced concrete structure with atypical shape - TWIN CITY A1 Bratisl

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Ovchinnikov, E. S., and I. A. Ovchinnikova. "Clad rolled reinforcing bars." Litiyo i Metallurgiya (FOUNDRY PRODUCTION AND METALLURGY), no. 3 (October 20, 2020): 56–58. http://dx.doi.org/10.21122/1683-6065-2020-3-56-58.

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Premature destruction of reinforced concrete structures exposed to aggressive environmental influences is a serious problem, both from a technical and economic point of view. Carbon steel reinforcing bar embedded in concrete is usually not subject to corrosion due to the formation of a protective ion-oxide film that passivates the steel under conditions of strong alkalis in the concrete pores. However, this passivity can be disrupted by chlorides penetrating the concrete, or by carbonation reaching the surface of the reinforcing bar. Then the corrosion begins.An example of a solution to this p

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Komarova, S., and M. Abramenkov. "Growth of the region`s export potential and increasing its competitive positions by creating a cluster in the leading industry." E-Management 3, no. 2 (2020): 22–31. http://dx.doi.org/10.26425/2658-3445-2020-2-22-31.

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It has been proposed to create and form a cluster of the cement industry in the Mogilev region. Сreationof structures allowing regional entities to carry out foreign economic activity in more favorable conditions solves many problems of overcoming the crisis situation.During the analysis of the effectiveness of the foreign economic activity of the Mogilev region, one of the problems identified was low export volumes in the regions of the region, which are significantly lower than in Mogilev and the Mogilev region.Increasing the competitiveness of enterprises› products in the cluster is achieve

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Than, Zaw Oo, Yi Phoo Thet Nang, and Myo San Hlaing Aung. "Design and Pressure Analysis of Steel Silo 8000 Tons." International Journal of Trend in Scientific Research and Development 3, no. 5 (2019): 1411–14. https://doi.org/10.5281/zenodo.3590861.

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This paper describes design and load analysis of steel silo 8000 tons. They are cement storage silo, tower silo, bunker silo, bags silo, bins, sand and salt silo and fabric silo. Tower silos are differentiated as concrete silo and steel silo. Steel silo is analyzed for more economic and safety than other silos. Horizontal pressure, vertical pressure and frictional wall pressure are calculated and got the required thickness is 8.4412 mm. But in CP Live Stock Company, the thickness of silo wall is 6 mm and lowers than the requirement. Therefore, stiffeners are fixed for safety. There are 78 stif

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Pang, Jian Yong, and Ling Yan Wang. "Test and Application of Polypropylene Concrete Bar Shell Bolting Shotcrete Support System in Soft Rock Drift." Applied Mechanics and Materials 170-173 (May 2012): 274–78. http://dx.doi.org/10.4028/www.scientific.net/amm.170-173.274.

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The polypropylene bar shell bolting shotcrete and support system was studied on the basis of the analysis of the mechanics principle of shell structures. The technique feature is a kind of specially three-dimensional bar-mat reinforcement instead of three-dimensional bar-mat. It has very high mechanical property and was applied in difficult drift without profiled bar, anchor bolt, grouting and so on. The model experiment was done by relying on the industrial test on the broken laneway of Xishan Coal Power Company. The distortion, destruct shape, developmental rule of the supporting system were

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Jiang, Dan Ning, Hai Wei Sha, Guo Hui Gong, et al. "Fundamental Research and Demonstration Project of Evaporation Treatment of Wastewater from FGD in Flue Gas Duct." Advanced Materials Research 864-867 (December 2013): 434–37. http://dx.doi.org/10.4028/www.scientific.net/amr.864-867.434.

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The desulfurization wastewater is a kind of intractable wastewater which comes from the process of wet desulfurization. There are many shortcomings of traditional development methods. Desulfurization wastewater evaporation treatment in flue gas duct as a new processing technology. This approach of evaporating desulfurization wastewater by flue gas is feasible. The feasibility of the demonstration project of boiler flue gas treating wastewater on 4# boiler in Changshu Power Company limited was analyzed; the computational fluid dynamics (CFD) software FLUENT was adopted to simulated the pressure

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Części książek na temat "Pressure Concrete Company"

Heidemann, Lucas, Jochen Scheck, and Berndt Zeitler. "Impact Sound Insulation of Thermally Insulated Balconies." In iCity. Transformative Research for the Livable, Intelligent, and Sustainable City. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-92096-8_23.

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AbstractWith the increasing urban densification, balconies are gaining in popularity as they improve the living quality in homes. From a technical point of view, the thermal insulation between balconies and the building’s façade is state of the art. In Germany, the most popular balcony construction is a reinforced concrete balcony, separated from the building by a thermal insulation element (TIE), which is meant to reduce the thermal energy loss and thus ensure the sustainability of intelligent buildings. The impact sound transmission from balconies, however, is a problem that has not been add

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Maekelberg W., De Clercq E., and Maertens J. "Observations of anomalies in diaphragm walls for deep tunnel excavations." In Proceedings of the 15th European Conference on Soil Mechanics and Geotechnical Engineering. IOS Press, 2011. https://doi.org/10.3233/978-1-60750-801-4-1503.

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By assignment of the Belgian railway company, INFRABEL n.v., diaphragm walls are used for two major tunnel projects, the Diabolo-project and the Liefkenshoek tunnel. These diaphragm walls are permanent constructions retraining a certain water pressure and having a thickness up to 1.50m. The excavation depths are between 5 and 22m and the diaphragm walls are founded at a depth of 32m. During the excavation, some major anomalies in the diaphragm walls occurred such as bentonite/sand inclusions and inadequate concrete cover. These anomalies have been investigated.

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Leva, Maria Chiara, Micaela Demichela, and Gabriele Baldissone. "Monetised Risk Values and Cost-Benefit Evaluation of Maintenance Options for Aging Equipment." In Advances in Civil and Industrial Engineering. IGI Global, 2020. http://dx.doi.org/10.4018/978-1-7998-3904-0.ch014.

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In this chapter, the authors present an overview of methods that can be used to evaluate risks and opportunities for deferred maintenance interventions on aging equipment, and underline the importance to include monetised risk considerations and timeline considerations, to evaluate different scenarios connected with the possible options. Asset managers are compelled to continue operating aging assets while deferring maintenance and investment due to the constant pressure to reduce maintenance costs as well as short-term budget constraints in a changing market environment. Monetised risk values

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Randl Norbert and Simon Csaba. "Static and dynamic testing of RC-slabs with high strength concrete overlay." In Construction Materials and Structures. IOS Press, 2014. https://doi.org/10.3233/978-1-61499-466-4-980.

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In the frame of a research project funded by the Austrian Research Foundation (FFG) the load bearing behavior of RC members upgraded with high strength concrete (HSC) overlays was investigated. HSC overlays provide &ndash; due to its decreased capillary porosity &ndash; a more durable and compact top layer and a higher resistance against mechanical abrasion. First, slant shear specimens were tested in order to determine the bond properties between normal concrete and the HSC overlay. Structural bending tests with reinforced concrete slabs with various overlay types and surface roughnes

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Best, Rachel Kahn. "Ranking Diseases." In Common Enemies. Oxford University Press, 2019. http://dx.doi.org/10.1093/oso/9780190918408.003.0005.

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From the 1960s to the present, advocates have introduced various criteria to highlight their diseases’ impacts, from mortality to health spending. These competing claims encouraged policymakers to seek formal ways to rank and compare diseases, creating pressure to standardize the National Institutes of Health (NIH) budget across disease categories. NIH officials worried that the pursuit of narrow, disease-specific goals would funnel resources away from basic science and untargeted research. But while the proportion of the NIH budget targeting these goals declined slightly, the overall amounts

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Broughton, Chad. "Reshoring Up." In Boom, Bust, Exodus. Oxford University Press, 2015. http://dx.doi.org/10.1093/oso/9780199765614.003.0021.

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It was Late on a sunny, but bitterly cold mid-February afternoon. Michael Patrick, red-eared from the chill, cast a long shadow across the rough concrete that used to be the Appliance City factory floor. A few months earlier, two-thirds of the expansive ruin had been razed. It was now an extended chinhigh pile of crumbled bricks, broken cinderblocks, mangled rebar, and cornyellow insulation chunks. Patrick, dressed in a corduroy jacket, wool trousers, and a brown wool fedora, remarked that there was little now to stop the bitter Arctic winds that swept through the enormous demolition site. One

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Streszczenia konferencji na temat "Pressure Concrete Company"

Weber, Mike, Holger Völzke, and Gregor Nieslony. "Consequences of an Imperfectly Mounted Reinforcement Cage in a Generical Cylindrical Concrete Container During Mechanical Specimen Tests." In ASME 2024 Pressure Vessels & Piping Conference. American Society of Mechanical Engineers, 2024. http://dx.doi.org/10.1115/pvp2024-123797.

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Abstract By highest court decision in 2007 the issued license for the Konrad repository (a former iron ore mine) for low and intermediate level radioactive waste was finally confirmed. Since then, the site is improved, prepared and equipped for the currently planned start of waste package emplacement by 2029. The Bundesanstalt fuer Materialforschung und -pruefung (BAM, Federal Institute for Materials Research and Testing) is regularly contracted by the Bundesgesellschaft für Endlagerung (BGE, Federal Company for Radioactive Waste Disposal) as the responsible authority for waste product control

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Fayez, Amin A., Samuel N. Morris, Hani A. Alsubaikhy, and Ali J. Refai. "Safety Advantages of Full-Containment Storage Tanks and the Cost-Effective Implementation for Refrigerated LPG Storage Systems." In ASME 2022 Pressure Vessels & Piping Conference. American Society of Mechanical Engineers, 2022. http://dx.doi.org/10.1115/pvp2022-85433.

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Abstract Saudi Aramco has been a major player in the LPG (Propane and Butane) market since the 1960s and the company continues to be the source of benchmark pricing in the industry. A variety of refrigerated storage tank concepts have been developed to support international export of LPG products. Currently the industry has shifted to the use of safer full containment tank systems which have the capability to contain liquid and vapor release. Economic implementation of new tank systems has the potential of improving safety at company facilities. The benefit of the full containment storage tank

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Morishige, Haruo, Katsuhisa Fujita, and Yousuke Yamashiki. "Earthquake Resistance Assessment of Contaminated Water Storage Tank and its Reinforcement Basic Design at Fukushima." In ASME 2017 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/pvp2017-65677.

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The core melt accidents at Fukushima Daiichi Units 1-2-3 have occurred due to the tsunami of the Great East Japan Earthquake at March 11, 2011. Now a coolant of approximately 100t is injected into each Reactor Vessel (RPV) in order to cool the fuel debris, and a part of the coolant leaks out from the water. The contaminated water is collected, and it is stored in the contaminated water storage tanks more than approximately 1,000 and the total amounts of coolant exceeds 1,000,000 t. Although the contaminated water is purified by ALPS, it is still in high nuclear pollution density. According to

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Shimizu, Kosuke, Hirofumi Takeda, and Masanori Goto. "Development of a Device for Detecting Helium Leaks From Canisters: Part 2 — Numerical Analysis of Temperature Behavior During Gas Leaks From a Canister of a 1/4.5 Scale Cask Model." In 2018 26th International Conference on Nuclear Engineering. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/icone26-81417.

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In the concrete cask, the canister is sealed with lids by welding, and has high sealing performance. But considering long-term storage, there is a concern about loss of the sealing performance due to stress corrosion cracking (SCC). In the concrete cask, unlike the metal cask, it is not mandatory to constantly monitor helium pressure between the lids. However, it is useful from the viewpoint of improving safety during the long-term storage to install a helium leak detector in the canister inside the concrete cask. Currently, we are developing the leak detector utilizing the phenomenon that the

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Sterner, Hakan, and Dieter Rittscher. "The AVR (HTGR) Decommissioning Project With New Strategy." In The 11th International Conference on Environmental Remediation and Radioactive Waste Management. ASMEDC, 2007. http://dx.doi.org/10.1115/icem2007-7040.

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The 15-MWel prototype pilot reactor AVR is a pebble bed HTGR. It was designed in the late 50s and was connected to the grid end of 1967. After 21y of successful operation the reactor was shut down end of 1988. In 1994 the first decommissioning license was granted and work with defueling, dismantling and preparation of a Safe Enclosure started. The primary system is contaminated with the fission products Sr90 and Cs137 and the activation products are Co60, C14 and H3. Due to the large amounts of Sr and Cs bound to graphite dust, the dismantling of systems connected to the pressure vessel is ver

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Kawaguchi, Satoshi, Satoshi Mizuno, and Yoshihiro Oyama. "Long-Term Cooling Strategy for the Primary Containment Vessel of the Kashiwazaki-Kariwa Nuclear Power Station in a Severe Accident." In 2017 25th International Conference on Nuclear Engineering. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/icone25-67317.

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This paper explains the strategy of our company (Tokyo Electric Power, TEPCO) regarding means of long-term heat removal from the primary containment vessel (PCV) of Units 6 and 7 (ABWR) of the Kashiwazaki-Kariwa Nuclear Power Station in a severe accident. If the PCV continues in a high-temperature state for a long time, the strength of the PCV concrete will decline, and the risk of being affected by an earthquake will increase. Therefore, it is crucial for safety to cool the PCV and reduce its temperature to the maximum working temperature or lower. TEPCO provides a means of cooling the reacto

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Fang, Zhou, Ruxin Chen, Zhe Wang, Zhibo Huan, Qia Liu, and He Yan. "Prediction Method and Application Case Analysis of Dangerous Parts of Pipelines in Petrochemical Plants." In ASME 2021 Pressure Vessels & Piping Conference. American Society of Mechanical Engineers, 2021. http://dx.doi.org/10.1115/pvp2021-61356.

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Abstract A prediction method of dangerous points resulting from dynamic erosion was studied by combining Computational Fluid Dynamics and application cases. CFD numerical simulation software was used to simulate conditions of real process in industry. Considering the factors like geometry, flow velocity, flow direction, different erosion results in various situation were exampled and analyzed. Working conditions were sorted out and related sample graphs were made and indexed. This prediction method can reveal flow law of internal flow field and flow field distribution. Hence, critical points c

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Qu, Qiang, Satoshi Izumi, and Shinsuke Sakai. "Applicability of FFS Assessment Using Partial Safety Factors Evaluated by Infinite Plate." In ASME 2013 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/pvp2013-97363.

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This paper investigates the applicability of a Fitness-For-Service (FFS) assessment of crack-like flaws using the Partial Safety Factors (PSFs) calculated from the infinite plate model. Procedures of FFS assessment using PSFs are provided in API579-1, and several PSFs calculated from an infinite plate are given to evaluate structures approximately for simplification. However, the applicability of these PSFs is not clear, and the safety margin cannot be evaluated precisely. To clarify the applicable region of these infinite plate PSFs in this paper, we calculate PSFs of various structures, crac

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Li, Wenjun, Qiang Zhou, Rujin Ma, Yongjun Li, and Siwei Liu. "Numerical Simulation Analysis of the Connection Structure Between the Pier and Pile Cap of Precast Concrete Bridge Piers." In IABSE Congress, Nanjing 2022: Bridges and Structures: Connection, Integration and Harmonisation. International Association for Bridge and Structural Engineering (IABSE), 2022. http://dx.doi.org/10.2749/nanjing.2022.0837.

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<p>The precast concrete bridge pier in Ganzhou City, Jiangxi Province, China, was used as the research object to compare the longitudinal and transverse force differences of the bridge pier and further analyze the force characteristics of the bridge pier connection structure. The refined nonlinear finite element model with the load direction and axial pressure ratio as the variation parameters was established to analyze the horizontal force-displacement curve, anchor force, shear force of notched perfobond connector, strain distribution of steel jacket and notched perfobond connector-con

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Matsuzawa, Hiroshi, and Toru Osaki. "Fracture Toughness of Highly Irradiated Pressure Vessel Steels in the Upper Shelf Temperature." In ASME 2006 Pressure Vessels and Piping/ICPVT-11 Conference. ASMEDC, 2006. http://dx.doi.org/10.1115/pvp2006-icpvt-11-93032.

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Nine Reactor Pressure Vessel (RPV) Steels and four RPV weld were irradiated up to 1.2 × 1024n/m2 fast neutron fluence (E&gt;1MeV), and their fracture toughness and Charpy impact energy were measured. As chemical compositions, such as Cu, are known to affect the fracture toughness reduction due to neutron exposure, the above steels were fabricated by changing chemical composition widely to cover the chemical composition of the RPV materials of the operating Japanese nuclear power plants. 2.7 mm thick compact specimens were used to measure the upper shelf fracture toughness of highly irradia

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