Study On When To Romove The Shoring Beneath The R.C. Slabs And Beams

碩士 === 國立中興大學 === 土木工程學系 === 87 === When to remove the shoring beneath the slabs and beams depends on whether the beam and slab structures have developed into a status which they are able to take all the gravity loads or not. In this study, the timing to remove the shoring is studied by b...

Full description

Bibliographic Details
Main Authors: Chun Chieh Huang, 黃俊傑
Other Authors: 黃玉麟
Format: Others
Language:zh-TW
Published: 1999
Online Access:http://ndltd.ncl.edu.tw/handle/46439125866585562902
id ndltd-TW-087NCHU0015013
record_format oai_dc
spelling ndltd-TW-087NCHU00150132016-02-03T04:32:44Z http://ndltd.ncl.edu.tw/handle/46439125866585562902 Study On When To Romove The Shoring Beneath The R.C. Slabs And Beams R.C.板梁構件支撐拆模時間研究 Chun Chieh Huang 黃俊傑 碩士 國立中興大學 土木工程學系 87 When to remove the shoring beneath the slabs and beams depends on whether the beam and slab structures have developed into a status which they are able to take all the gravity loads or not. In this study, the timing to remove the shoring is studied by both developments of concrete strength and structure strength. The method of study includes numerical analysis and experiments. The research results indicate that in the first 28 days the development of the structure stiffness can be considered the development of the elasticity of the concrete numerical analysis. The values of the structure stiffness in experiments are a bit greater than those in numerical analysis but both developing rates are very similar. It is recommended that one more choice to decide the removal timing is to refer to the of the structure stiffness. A simple way to perform experiments to measure the stiffness value is suggested herein. 黃玉麟 1999 學位論文 ; thesis 61 zh-TW
collection NDLTD
language zh-TW
format Others
sources NDLTD
description 碩士 === 國立中興大學 === 土木工程學系 === 87 === When to remove the shoring beneath the slabs and beams depends on whether the beam and slab structures have developed into a status which they are able to take all the gravity loads or not. In this study, the timing to remove the shoring is studied by both developments of concrete strength and structure strength. The method of study includes numerical analysis and experiments. The research results indicate that in the first 28 days the development of the structure stiffness can be considered the development of the elasticity of the concrete numerical analysis. The values of the structure stiffness in experiments are a bit greater than those in numerical analysis but both developing rates are very similar. It is recommended that one more choice to decide the removal timing is to refer to the of the structure stiffness. A simple way to perform experiments to measure the stiffness value is suggested herein.
author2 黃玉麟
author_facet 黃玉麟
Chun Chieh Huang
黃俊傑
author Chun Chieh Huang
黃俊傑
spellingShingle Chun Chieh Huang
黃俊傑
Study On When To Romove The Shoring Beneath The R.C. Slabs And Beams
author_sort Chun Chieh Huang
title Study On When To Romove The Shoring Beneath The R.C. Slabs And Beams
title_short Study On When To Romove The Shoring Beneath The R.C. Slabs And Beams
title_full Study On When To Romove The Shoring Beneath The R.C. Slabs And Beams
title_fullStr Study On When To Romove The Shoring Beneath The R.C. Slabs And Beams
title_full_unstemmed Study On When To Romove The Shoring Beneath The R.C. Slabs And Beams
title_sort study on when to romove the shoring beneath the r.c. slabs and beams
publishDate 1999
url http://ndltd.ncl.edu.tw/handle/46439125866585562902
work_keys_str_mv AT chunchiehhuang studyonwhentoromovetheshoringbeneaththercslabsandbeams
AT huángjùnjié studyonwhentoromovetheshoringbeneaththercslabsandbeams
AT chunchiehhuang rcbǎnliánggòujiànzhīchēngchāimóshíjiānyánjiū
AT huángjùnjié rcbǎnliánggòujiànzhīchēngchāimóshíjiānyánjiū
_version_ 1718178844284813312