混凝土溫控問題的本質(zhì)在于混凝土是熱的不良導體

1、混凝土溫控問題的本質(zhì)在于混凝土是熱的不良導體?，F(xiàn)場一般來說控制入倉溫度實施情況不夠普遍，以通水冷卻為主。水冷和風冷骨料作為控制入倉溫度的措施，效果有限，同時控制水泥儲罐的溫度也非常重要。 一般來說冬季平均氣溫在零度以上的地區(qū)，在沒有寒潮到來的情況下，表面保護可以要求不 那么嚴格；但是在北方高緯度地區(qū)和藏區(qū)表面保護需要及時跟上，有些情況下需運行多年后 才進行拆除。通水冷卻一般要求在混凝土初凝后進行，關于在初凝前還是初凝后通水較好，現(xiàn)在仍有爭議。 個人意見覺得應該比對彈模和強度曲線，把其中之一終值按照比例縮放為和另一終值相同。 選擇曲線彈模小于強度的時刻進行通水較為合適?；炷粮煽s影響范圍主要限于

2、表面，按照規(guī)范可將混凝土的干縮影響折算為10-15度的溫降， 所以做好混凝土養(yǎng)護比較重要。12.28811E-0510655.5611691.99923.38598E-0512690.8117301.96633.90717E-0513990.6719965.22644.197E-0514957.2421446.19154.37885E-0515729.6622375.44464.50289E-0516373.8623009.26774.59266E-0516926.6423468.01384.66056E-0517410.7323814.94194.71366E-0517841.2424086

3、.277104.7563E-0518228.7224304.194114.79129E-0518580.8724482.997124.82052E-0518903.4724632.318134.84528E-0519200.9624758.874144.86654E-0519476.8624867.491154.88498E-0519733.9924961.723164.90113E-0519974.6525044.246174.91539E-0520200.7425117.11184.92807E-0520413.8425181.916194.93943E-0520615.325239.92

4、8204.94965E-0520806.2525292.161214.9589E-0520987.6925339.435224.96731E-0521160.4525382.426234.975E-0521325.2925421.688244.98204E-0521482.8625457.687254.98852E-0521633.7225490.813264.99451E-0521778.3925521.396275.00005E-0521917.3225549.719285.0052E-0522050.9225576.022295.00999E-0522179.5425600.514305

5、.01447E-0522303.5325623.376315.01865E-0522423.1725644.766325.02258E-0522538.7425664.82335.02626E-0522650.4825683.661345.02973E-0522758.6225701.395355.03301E-0522863.3625718.116365.0361E-0522964.8925733.91375.03902E-0523063.3825748.851385.04179E-0523158.9925763.007395.04442E-0523251.8825776.437405.04

6、692E-0523342.1725789.196415.04929E-052343025801.333425.05155E-0523515.4825812.893435.05371E-0523598.7225823.916445.05577E-0523679.8325834.438455.05774E-0523758.925844.492465.05962E-0523836.0225854.11475.06142E-0523911.2725863.319485.06315E-0523984.7325872.144495.06481E-0524056.4825880.61505.0664E-05

7、24126.5925888.737515.06792E-0524195.1225896.545525.06939E-0524262.1325904.053535.07081E-0524327.6825911.278545.07217E-0524391.8325918.236555.07348E-0524454.6325924.941565.07475E-0524516.1225931.406575.07597E-0524576.3625937.645585.07715E-0524635.3825943.668595.07829E-0524693.2425949.488605.07939E-05

8、24749.9625955.113615.08045E-0524805.625960.554625.08148E-0524860.1725965.82635.08248E-0524913.7325970.919645.08345E-0524966.2925975.858655.08438E-0525017.925980.646665.08529E-0525068.5825985.288675.08617E-0525118.3725989.792685.08703E-0525167.2825994.163695.08786E-0525215.3425998.408705.08867E-05252

9、62.5926002.532715.08945E-0525309.0326006.539725.09021E-0525354.726010.435735.09095E-0525399.6226014.225745.09168E-0525443.8126017.912755.09238E-0525487.2926021.5765.09306E-0525530.0826024.995775.09373E-0525572.1926028.398785.09438E-0525613.6526031.714795.09501E-0525654.4726034.947805.09563E-0525694.

10、6726038.098815.09623E-0525734.2726041.172825.09681E-0525773.2726044.171835.09739E-0525811.726047.098845.09795E-0525849.5826049.955855.09849E-0525886.926052.744865.09903E-0525923.6926055.469875.09955E-0525959.9626058.131885.10006E-0525995.7226060.733895.10055E-0526030.9826063.276905.10104E-0526065.7626065.763exstrength乘冪