The Effective Use of Life Waste, Abolition Glass Bottle and Sewage Sludge Molten Slag, as Material for Concrete

生活垃圾、废玻璃瓶和污水污泥熔渣的有效利用作为混凝土材料

基本信息

  • 批准号:
    17560415
  • 负责人:
  • 金额:
    $ 2.18万
  • 依托单位:
  • 依托单位国家:
    日本
  • 项目类别:
    Grant-in-Aid for Scientific Research (C)
  • 财政年份:
    2005
  • 资助国家:
    日本
  • 起止时间:
    2005 至 2006
  • 项目状态:
    已结题

项目摘要

Strength tests of concrete at the 5-year age including abolition glass bottle powder as a fine aggregate were carried out. Strength of the concrete was increased with pozzolanic reaction, and the ratio of strength increase to the 5-year age was higher than it to the 1-year age. Especially, the highest ratio of strength increase was observed when glass substitution ratio was 10%. However, the secant modulus of elasticity at the 5-year age decreased less than that at the 1-year age and almost equal with that at the 91-day age.From test results of physical property of sewage sludge molten slag as a coarse aggregate, the percentage of abrasion and the crushing value were higher, and the strength of the slag as a coarse aggregate was lower than the crushed stone. And the percentage of water absorption satisfied the JIS standard, but it was higher than the crushed stone. The slump and the air content of fresh concrete, when using the same amount of chemical admixture for concrete, were incre … More ased and the strength of concrete was decreased with increase of slag substitution ratio. The drying shrinkage of concrete was not influenced of slag substitution ratio, but the freeze-thaw resistance was decreased with increase of slag substitution ratio. The compressive fatigue strength at two million cycles decreased a little when compared with the normal concrete. The survival probability was guaranteed for 95% or more when the "K" was assumed to be 10 on the equation of fatigue strength of standard specifications for concrete structures, paving of JSCE.The test result of physical property of sewage sludge molten slag as fine aggregate satisfied the JIS standard. The time of setting concrete using sewage sludge molten slag as a fine aggregate became early and the bleeding ratio was increase with increase of slag substitution ratio. The strength of the slag substitution ratio 100% concrete was almost equal with the 0% concrete. The freeze-thaw resistance was in the same, and it was not related with slag substitution ratio. At the time of completion 300 cycles, the mass decrease ratio of the slag substitution ratio 100% concrete and the 0% concrete were in the same and the 25%, 50% and 75% concrete were 5 to 8 times of the 0% concrete. Less
对以废玻璃瓶粉作为细骨料的混凝土进行了5年龄期的强度试验,混凝土强度随火山灰反应而增加,且与5年龄期的强度增加比例高于5年龄期的强度增加率。特别是,当玻璃替代率为10%时,强度增加率最高,但5年龄期的正割弹性模量下降幅度小于1年龄期,几乎相等。从污泥熔渣作为粗骨料的物理性能测试结果来看,磨耗率和破碎值较高,而作为粗骨料的炉渣强度低于碎石的吸水率满足JIS标准,但其坍落度和空气含量高于混凝土中相同掺量的化学外加剂时的碎石。随着矿渣替代率的增加,混凝土的强度降低,混凝土的干燥收缩不受矿渣替代率的影响,但抗冻融性能随着矿渣替代率的增加而降低。混凝土结构、铺装标准规范疲劳强度方程中“K”取10时,200万次循环后,与普通混凝土相比,存活概率保证在95%以上。 JSCE.污泥熔渣作为细骨料的物理性能测试结果满足JIS标准,随着矿渣替代率的增加,污泥熔渣作为细骨料的混凝土凝结时间变早,泌水率增加。矿渣替代率100%混凝土的强度与0%混凝土的强度基本相同,抗冻融性也与此无关。矿渣替代率完成300次循环时,矿渣替代率100%混凝土与0%混凝土的质量下降率相同,25%、50%、75%混凝土为5~8倍。 0%混凝土较少。

项目成果

期刊论文数量(18)
专著数量(0)
科研奖励数量(0)
会议论文数量(0)
专利数量(0)
Experimental study on development of concrete and concrete materials to reduce environmental burdens
开发混凝土及混凝土材料减轻环境负担的实验研究
Mechanical properties of concrete used coarse molten slag aggregate made from sewage sludge
污泥粗骨料混凝土力学性能
下水汚泥スラグ粗骨材を用いたコンクリートの圧縮疲労特性
污泥矿渣粗骨料混凝土的压缩疲劳性能
Compressive fatigue of concrete used sewage sludge molten slag as coarse aggregate
污泥熔渣粗骨料混凝土的压缩疲劳
下水汚泥スラグを粗骨材として用いたコンクリートの圧縮疲労特性
以污泥渣为粗骨料混凝土的压缩疲劳性能
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KOJIMA Takayuki其他文献

Program of High Mach Integrated Control Experiment, “HIMICO” Using S-520 Sounding Rocket
高马赫数综合控制实验计划,
Predictions of Fluid-Induced Self-Excited Oscillations by the Time-Spectral CFD
通过时间谱 CFD 预测流体诱发的自激振荡
ナノ構造化による半導体薄膜材料の熱物性・熱流制御技術
纳米结构半导体薄膜材料的热物理性质及热流控制技术
  • DOI:
  • 发表时间:
    2020
  • 期刊:
  • 影响因子:
    0
  • 作者:
    YOSHIDA Hidekazu;SANO Masakazu;WAKABAYASHI Sho;CHIGA Takahiro;YOKOI Toshiya;HASHIMOTO Atsushi;MURAKAMI Keiichi;KOJIMA Takayuki;TAGUCHI Hideyuki;SATO Tetsuya;飯沼裕美;野村政宏
  • 通讯作者:
    野村政宏
Numerical Study on the Intake Performance with Side Clearance for the High Mach Integrated Control Experiment (HIMICO)
高马赫集成控制实验(HIMICO)带侧隙进气性能的数值研究
PROBABILISTIC TSUNAMI HAZARD ANALYSIS USING RADIAL BASIS FUNCTION NETWORK AND QUASI-MONTE CARLO SIMULATION AND ITS APPLICATION TO RISK ESTIMATION OF DISASTER WASTE CAUSED BY THE ANTICIPATED NANKAI TROUGH EARTHQUAKE
基于径向基函数网络和准蒙特卡罗模拟的概率海啸灾害分析及其在预期南海海槽地震造成的灾害废物风险评估中的应用

KOJIMA Takayuki的其他文献

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{{ truncateString('KOJIMA Takayuki', 18)}}的其他基金

Development of a non-linear F. E. M. analytic program of reinforced concrete structures by the use of discrete element
利用离散元开发钢筋混凝土结构非线性 F.E.M. 分析程序
  • 批准号:
    12650464
  • 财政年份:
    2000
  • 资助金额:
    $ 2.18万
  • 项目类别:
    Grant-in-Aid for Scientific Research (C)
Study on making index of the motifs in the Japanese classical literature
日本古典文学母题索引编制研究
  • 批准号:
    09610437
  • 财政年份:
    1997
  • 资助金额:
    $ 2.18万
  • 项目类别:
    Grant-in-Aid for Scientific Research (C)
Counterplan for earthquake disaster of concrete structures deteriorated due to reinforcement corrosion and alkali-aggregate reaction
钢筋锈蚀及碱骨料反应导致混凝土结构地震灾害对策
  • 批准号:
    08305013
  • 财政年份:
    1996
  • 资助金额:
    $ 2.18万
  • 项目类别:
    Grant-in-Aid for Scientific Research (A)
Study on the Design Method of Prestressed Reinforced Concrete Beams Subjected to Torsion
预应力钢筋混凝土受扭梁设计方法研究
  • 批准号:
    01550380
  • 财政年份:
    1989
  • 资助金额:
    $ 2.18万
  • 项目类别:
    Grant-in-Aid for General Scientific Research (C)

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