Engineering Properties of Oyster ShellSintering Aggregate Concrete
碩士 === 正修科技大學 === 營建工程研究所 === 102 === In this paper, oyster shell powder, mudstone powder, waste liquid crystal display powder, swell, flux material allocation, after drying and made into globular tile aggregate of different diameters through the processes of water spray , rolling and granulating...
Main Authors: | , |
---|---|
Other Authors: | |
Format: | Others |
Language: | zh-TW |
Published: |
2014
|
Online Access: | http://ndltd.ncl.edu.tw/handle/00209408176691033379 |
id |
ndltd-TW-102CSU00582011 |
---|---|
record_format |
oai_dc |
spelling |
ndltd-TW-102CSU005820112016-07-31T04:21:17Z http://ndltd.ncl.edu.tw/handle/00209408176691033379 Engineering Properties of Oyster ShellSintering Aggregate Concrete 蚵殼骨材混凝土之工程性質研究 GON CHIEN LUNG 龔建隆 碩士 正修科技大學 營建工程研究所 102 In this paper, oyster shell powder, mudstone powder, waste liquid crystal display powder, swell, flux material allocation, after drying and made into globular tile aggregate of different diameters through the processes of water spray , rolling and granulating, then this ratio were used in eight kinds of sintering, and select the best ratio of firing into a lightweight aggregate, Hwang’s densified mixture design as a concrete mix design, made of poured concrete. Then concrete is made to discuss the relations among curing time, compression strength, elasticity modulus, and thermal conductivity ratio. A series of tests are made to obtain the regression curves as references for engineering and construction. The research results show that, in the granulation sintering mix ratio, cylinder compressive strength limits between 25.09kgf/cm2 and 127.42 kgf/cm2, water absorption falls between 1.57% and 12.84%, loose unit weight limits between 1.19g/m3 and 1.48g/m3, Among them, for M10-TFT64-S20-Na3-NaH3-950 mixture ratio has lowest cost, high cylinder compressive strength , low water absorption ratio, In all concrete mixture ratio, its elasticity modulus, dynamic elasticity modulus, dynamic shear stress modulus, compression stress velocity and shear stress velocity all increase with the growth of the square root of compression strength, Thermal conductivity falls between 0.205 and 0.258, Its thermal conductivity is only half the normal weight concrete, indicating that this kind of green building material is good material. 趙鳴 王金鐘 2014 學位論文 ; thesis 54 zh-TW |
collection |
NDLTD |
language |
zh-TW |
format |
Others
|
sources |
NDLTD |
description |
碩士 === 正修科技大學 === 營建工程研究所 === 102 === In this paper, oyster shell powder, mudstone powder, waste liquid crystal
display powder, swell, flux material allocation, after drying and made into globular
tile aggregate of different diameters through the processes of water spray , rolling
and granulating, then this ratio were used in eight kinds of sintering, and select the
best ratio of firing into a lightweight aggregate, Hwang’s densified mixture design
as a concrete mix design, made of poured concrete. Then concrete is made to
discuss the relations among curing time, compression strength, elasticity modulus,
and thermal conductivity ratio. A series of tests are made to obtain the regression
curves as references for engineering and construction.
The research results show that, in the granulation sintering mix ratio, cylinder
compressive strength limits between 25.09kgf/cm2 and 127.42 kgf/cm2, water
absorption falls between 1.57% and 12.84%, loose unit weight limits between
1.19g/m3 and 1.48g/m3, Among them, for M10-TFT64-S20-Na3-NaH3-950 mixture
ratio has lowest cost, high cylinder compressive strength , low water absorption
ratio, In all concrete mixture ratio, its elasticity modulus, dynamic elasticity
modulus, dynamic shear stress modulus, compression stress velocity and shear
stress velocity all increase with the growth of the square root of compression
strength, Thermal conductivity falls between 0.205 and 0.258, Its thermal
conductivity is only half the normal weight concrete, indicating that this kind of
green building material is good material.
|
author2 |
趙鳴 |
author_facet |
趙鳴 GON CHIEN LUNG 龔建隆 |
author |
GON CHIEN LUNG 龔建隆 |
spellingShingle |
GON CHIEN LUNG 龔建隆 Engineering Properties of Oyster ShellSintering Aggregate Concrete |
author_sort |
GON CHIEN LUNG |
title |
Engineering Properties of Oyster ShellSintering Aggregate Concrete |
title_short |
Engineering Properties of Oyster ShellSintering Aggregate Concrete |
title_full |
Engineering Properties of Oyster ShellSintering Aggregate Concrete |
title_fullStr |
Engineering Properties of Oyster ShellSintering Aggregate Concrete |
title_full_unstemmed |
Engineering Properties of Oyster ShellSintering Aggregate Concrete |
title_sort |
engineering properties of oyster shellsintering aggregate concrete |
publishDate |
2014 |
url |
http://ndltd.ncl.edu.tw/handle/00209408176691033379 |
work_keys_str_mv |
AT gonchienlung engineeringpropertiesofoystershellsinteringaggregateconcrete AT gōngjiànlóng engineeringpropertiesofoystershellsinteringaggregateconcrete AT gonchienlung hékégǔcáihùnníngtǔzhīgōngchéngxìngzhìyánjiū AT gōngjiànlóng hékégǔcáihùnníngtǔzhīgōngchéngxìngzhìyánjiū |
_version_ |
1718366381867532288 |