Estimation of the risk of defective concrete filling and the expansion
Project/Area Number |
16K18191
|
Research Category |
Grant-in-Aid for Young Scientists (B)
|
Allocation Type | Multi-year Fund |
Research Field |
Building structures/Materials
|
Research Institution | The University of Kitakyushu |
Principal Investigator |
Suyama Hiroki 北九州市立大学, 国際環境工学部, 准教授 (20507876)
|
Project Period (FY) |
2016-04-01 – 2018-03-31
|
Project Status |
Completed (Fiscal Year 2017)
|
Budget Amount *help |
¥2,730,000 (Direct Cost: ¥2,100,000、Indirect Cost: ¥630,000)
Fiscal Year 2017: ¥1,300,000 (Direct Cost: ¥1,000,000、Indirect Cost: ¥300,000)
Fiscal Year 2016: ¥1,430,000 (Direct Cost: ¥1,100,000、Indirect Cost: ¥330,000)
|
Keywords | コンクリート工事 / 充填不良 / ジャンカ / モルタル逸失モデル / 施工不良 / 逸失モルタルモデル / 建築材料・施工 / コンクリート |
Outline of Final Research Achievements |
As a model for defective filling, I propose a mortar loss model in which the mortar component of concrete falling freely down into a frame is considered to adhere to rebar inside the frame. Concrete arriving at the bottom of the frame thus contains an excess amount of coarse aggregate, a situation considered prone to defective filling. Under the mortar loss model, I clarified the effect of concrete mix proportion, concrete flow quantity and rebar arrangement on the amount the mortar loss through the experiments. I considered the vibrational energy to eliminate the risk of defective filling on the concrete containing an excess amount of coarse aggregate. Finally, I apply my measurements to a wall construction case study and, within it, estimate the risk of defective concrete filling.
|
Report
(3 results)
Research Products
(5 results)