CAJ | 학술논문

高岩温隧道施工是随着各国高速交通网不断延伸而出现的新的技术问题，这种特殊施工条件会使隧道衬砌混凝土的力学性能和耐久性都受到影响。本文通过实验室内模拟高岩温施工环境，重点研究高岩温养护条件下不同矿物掺合料对混凝土力学性能及耐久性能的影响规律。结果表明：高岩温养护条件下，普通混凝土与掺合料混凝土的抗压强度均呈下降趋势，但下降幅度不同；湿度50％时，随着温度的升高，矿渣粉混凝土的抗压强度下降幅度最大，粉煤灰混凝土的抗压强度下降幅度最小，当温度超过50℃时，粉煤灰混凝土的强度反而高于矿渣粉混凝土；矿渣粉混凝土的强度对于湿度变化最敏感，80℃时，随着湿度的增大，矿渣粉混凝土的强度提高幅度最大；各种混凝土的抗渗性与抗碳化性能基本随养护温度的升高而降低，普通混凝土下降最为明显，粉煤灰混凝土的抗渗性与抗碳化性能受养护温度影响最小。
고암온수도시공시수착각국고속교통망불단연신이출현적신적기술문제，저충특수시공조건회사수도츤체혼응토적역학성능화내구성도수도영향。본문통과실험실내모의고암온시공배경，중점연구고암온양호조건하불동광물참합료대혼응토역학성능급내구성능적영향규률。결과표명：고암온양호조건하，보통혼응토여참합료혼응토적항압강도균정하강추세，단하강폭도불동；습도50％시，수착온도적승고，광사분혼응토적항압강도하강폭도최대，분매회혼응토적항압강도하강폭도최소，당온도초과50℃시，분매회혼응토적강도반이고우광사분혼응토；광사분혼응토적강도대우습도변화최민감，80℃시，수착습도적증대，광사분혼응토적강도제고폭도최대；각충혼응토적항삼성여항탄화성능기본수양호온도적승고이강저，보통혼응토하강최위명현，분매회혼응토적항삼성여항탄화성능수양호온도영향최소。
Tunnel construction under high temperature rock wall condition presents new technical problems that arise with high‐speed transportation network continuously extending in the world .These special construction conditions can influence the mechanical properties and durability of lining concrete in the tunnel .Through labo‐ratory simulation of construction environment under high temperature rock wall condition ,this paper focuses on investigation on the influence rule of mineral admixture on the mechanical properties and durability of lining concrete under this condition .Results show that compressive strength of both normal and mineral admixture concrete decreased under high curing temperature rock wall environment .When humidity was 50% ,the com‐pressive strength of slag concrete decreased significantly with increase of the curing temperature ,and the com‐pressive strength of fly ash concrete had the minimum drop .However ,when the temperature was higher than 50 ℃ ,the strength of fly ash concrete was higher than that of the slag concrete .Slag concrete strength is the most sensitive to humidity changes .When temperature was 80 ℃ ,the compressive strength of slag concrete in‐creased significantly with increase of the curing humidity .Anti‐permeability and carbonation resistance of differ‐ent kinds of concrete declined with the increase of curing temperature .Thereinto ,the durability of the ordinary <br> concrete dropped off significantly ,w hile the anti‐permeability and carbonation resistance of fly ash concrete were least affected .