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Volume 1: Plant Operations, Maintenance, Installations and Life Cycle; Component Reliability and Materials Issues; Advanced Applications of Nuclear Technology; Codes, Standards, Licensing and Regulato | 2008

Development of Low-Activation Design Method for Reduction of Radioactive Waste Below Clearance Level

Kenichi Kimura; Akira Hasegawa; Katsumi Hayashi; Mikio Uematsu; Tomohiro Ogata; Takao Tanosaki; Ryoetsu Yoshino; Mituru Sato; Minoru Saito; Masaharu Kinno

Design methodology for reinforced concrete of nuclear power plants to reduce radioactive wastes in decommission phase has been developed. To realize this purpose, (1) development of raw materials database of cements, aggregates and steel bars on concentration of radioactive target elements, (2) trial production of low activation cements and steel bars based on the material database developed in (1), and (3) development of tools for estimation and prediction of the amount of radioactive elements in reactor shielding walls have been carried out. Radioactive analysis showed that Co and Eu were the major target elements which decide the radioactivity level of reinforced concrete from wide survey of raw materials for concrete (typically aggregates and cements). Material database for the contents of Co and Eu was developed based on the chemical analysis and radioactivation analysis. Upon the above survey and execution expreiment of concrete, six types of low-activation concrete are proposed for various radioactive portion in the plant. These concrete have a 1/10 – 1/300 rasioactivity compare to the ordinary concrete, which are assumed the concrete with Andesite aggregate and ordinary Portland cement. Baed on the above data base, it was clarified that the low activation cement would be successfully manufactured by adequate selection of raw materials. The prospect to produce the low-heat portland cement which would have a 1/3 radioactivity in comparison with conventioanl cements obtained by means of selection of limestone and natural gypsum. An attempte was carried out to produece low activation heavy-mortar which would have radioactivity below the clearance level when using at the radiation shielding wall of BWR. Characterization and optimization of consturction conditions with new additives have also been carried out. These two new raw materials for low-activation concrete are conducted in pre-manufacture size, and over the laboratry level. Boron added low-activation concrete are also carried out as extreamly high performance low-activation concrete. It was claryfied that the accurcy of calculation results of the radioactivity evaluation was very high compared to available benchmark calculation for the JPDR and commercial light water reactor. The specification of the mapping system for judging the activation classification was also developed by using the general-purpose radio activation calculation tool. This work is supported by a grant-in-aid of Innovative and Viable Nuclear Technology (IVNET) development project of Ministry of Economy, Trade and Industry, Japan.Copyright


Nuclear Technology | 2009

DEVELOPMENT OF LOW-ACTIVATION REINFORCED CONCRETE DESIGN METHODOLOGY—I: MANUFACTURE OF LOW-ACTIVATION CONCRETE

Masaharu Kinno; Ken-ichi Kimura; Hirokazu Nishida; Yusuke Fujikura; Norichika Katayose; Takao Tanosaki; Koki Ichitsubo; Masaki Takimoto; Hiroichi Tomotake; Ryoetsu Yoshino; Taiichiro Mori; Katsumi Hayashi; Mikio Uematsu; Tomohiro Ogata; Mikihiro Nakata; Mitsuru Sato; Minoru Saito; Mamabu Sato; Akira Hasegawa

Abstract Screening tests using several reactors were performed to select low-activation raw materials. The number of samples was about 1500. Detailed data were obtained on the concentrations of Co and Eu in low-activation aggregates, low-activation cements, low-activation additives, and low-activation B4C sands. After that, we manufactured various types (1/10, 1/20, 1/30, 1/50, 1/100, 1/300) of low-activation concrete. The term “1/10 low-activation” concrete denotes that the activity reduction rate to ordinary concrete is designed to be 1/10. By admixing with a boron content of ~1 × 1021/cm3, the total residual radioactivity reduction rates of low-activation concrete to ordinary concrete, in units of ΣDi/Ci (Di: concentration of radionuclide i, Ci: clearance level of radionuclide i cited from IAEA-RS-G-1.7), are estimated to range from ~1/300 to 1/10 000. It was concluded that most of the shielding concrete around the advanced boiling water reactor (ABWR) or the advanced pressurized water reactor (APWR) are classified below the clearance level of decommissioning by adopting some suitable types of low-activation concrete.


Nuclear Technology | 2009

Development of Low-Activation Reinforced Concrete Design Methodology - II: Concrete Activation Analyses of BWR/PWR

Katsumi Hayashi; Shigeki Nemezawa; Motoi Tanaka; Mikio Uematsu; Tomohiro Ogata; Mikihiro Nakata; Katsuyoshi Yamaguchi; Masaharu Kinno; Ken-ichi Kimura; Takao Tanosaki; Ryoetsu Yoshino; Mitsuru Sato; Minoru Saito; Akira Hasegawa

Abstract A precise method for estimating residual radioactivity and decommissioning cost is indispensable when deciding whether to adopt low-activation material. For this precise estimation, accurate estimation of both the thermal neutron flux and the activation cross section of the structural material is necessary. We developed a new groupwise cross-section library that has ten thermal groups for SN transport calculation and activation calculation. These libraries are tested and used for advanced boiling water reactor (ABWR) and advanced pressurized water reactor (APWR) activation analyses.


Fuel | 2006

Pozzolanic reactivity of fly ash – API method and K-value

Takeshi Yamamoto; Tsutomu Kanazu; Masateru Nambu; Takao Tanosaki


Archive | 1995

Sintered compact comprising coal ash and its production

Ryosuke Narishima; Kenji Nozaki; Takeyuki Ookami; Takao Tanosaki; 剛幸 大神; 良輔 成島; 隆雄 田野崎; 賢二 野崎


Archive | 1995

Treatment of sewage sludge and treated sewage sludge

Kenji Nozaki; Masaru Shirasaka; Takao Tanosaki; Keiichi Usukura; 隆雄 田野崎; 優 白坂; 桂一 臼倉; 賢二 野崎


Bunseki Kagaku | 2010

Development of Coal Ash Certified Reference Materials JSAC 0521 and 0522 for Determination of Inorganic Constituents

Tatsuhiko Tanaka; Seiji Inoba; Satoshi Kawada; Akiko Kida; Kazuhiko Kurusu; Masaru Furusaki; Takao Tanosaki; Norihiko Nishida; Toshihisa Maruta; Yoshifumi Watanabe; Akihiro Ono; Mamoru Sakata; Kazutoshi Kakita; Ken-ichi Takimoto


Archive | 1997

Admixture for mortar or concrete and mortar or concrete

Katsu Furukita; Masaki Hayashi; Tadao Kubo; Tadashi Matsumoto; Katsunori Nishida; Shigeharu Ogawa; Masaaki Ozaki; Takao Tanosaki; 忠雄 久保; 克 古北; 重治 小川; 正明 尾崎; 匡史 松本; 雅樹 林; 隆雄 田野崎; 克範 西田


Archive | 1997

Cement based material admixture and cement based material composition

Haruki Akega; Tadao Kubo; Tadashi Matsumoto; Hisaaki Ochiai; Masaaki Ozaki; Shiro Takahashi; Takao Tanosaki; Toshiaki Teratani; 忠雄 久保; 俊明 寺谷; 正明 尾崎; 春樹 明賀; 匡史 松本; 隆雄 田野崎; 寿明 落合; 史郎 高橋


Archive | 1995

Treatment of bottom deposit in lake and marsh or the like

Kichiji Miyao; Okinae Miyashige; Kenji Nozaki; Hiroshi Obana; Takao Tanosaki; 吉治 宮尾; 起苗 宮繁; 博 尾花; 隆雄 田野崎; 賢二 野崎

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Tomohiro Ogata

Mitsubishi Heavy Industries

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Masateru Nambu

Tokyo University of Science

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Akiko Kida

National Institute for Environmental Studies

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