Thermal　cracking　is　a　severe　problem　faced　with　massive　concrete　structures　especially　in　early　ages.　In　order　to　control　the　temperature　distribution　and　lower　cracking　risk　of　a　large-dimension　reinforced　concrete　wall　during　construction,　air　pipe　cooling　was　applied　to　experimental　concrete　walls　with　embedded　corrugated　pipes.　Three　levels　of　inlet　airflow　velocity　(about　4,　8,　and　12　m/s)　were　studied　and　compared　with　the　wall　without　pipe　cooling.　Temperature　distribution　and　strain　development　were　obtained　with　embedded　sensors.　Besides,　surface　crack　depth　development　with　age　was　monitored　with　the　ultrasonic　testing　analyzer.　Moreover,　stress　distributions　were　derived　through　thermomechanical　analysis　to　illustrate　the　strain　and　cracking　trend　of　concrete　walls　under　the　specific　cooling　scenarios　as　in　the　experiment.　According　to　the　results,　cooling　efficiency　was　closely　related　to　pipe　intervals.　In　the　pipe-intensive　region,　air　pipe　cooling　effectively　reduced　the　peak　temperature　and　concrete　volumetric　deformation.　However,　higher　air　velocity　induced　more　considerable　tensile　stress　both　surrounding　the　pipe　and　on　the　outer　surface　in　the　region　of　larger　pipe　intervals.　It　indicates　that　the　proper　airflow　velocity　should　be　carefully　investigated　for　the　purpose　of　cracking　control　under　a　given　pipe　arrangement.