Schematic study on temperature control and crack prevention during spillway tunnel concreting period

Abstract Spillway tunnel is regarded as hydraulic thin-slab concrete structure which is subject to easy cracking. Temperature stress during construction period is a major reason causing cracking, and selection of timely and reasonable temperature control schemes can result in good crack prevention effect. The researches have shown that a method combining internal water pipe cooling and surface heat preservation is an effective measure that is able to prevent such cracking, and the selection of heat preservation timing and cooling method of internal water pipe will be the major factor influencing temperature control effect. Aiming at this issue, based on certain spillway tunnel and by virtue of 3D finite elements and water pipe cooling calculation method, simulated calculations and analyses on concrete temperature field and stress field of different temperature control schemes are carried out, and the temperature control effects are brought to comparison. Selected results indicate that good temperature control effect can be obtained under timely and reasonable surface heat preservation and water-flow method. This type of method has reference values on similar projects.

[1]  Dan G Zollinger,et al.  INFLUENCE OF COARSE AGGREGATE IN PORTLAND CEMENT CONCRETE ON SPALLING OF CONCRETE PAVEMENTS , 1996 .

[2]  B F McCullough,et al.  FAST TRACK PAVING: CONCRETE TEMPERATURE CONTROL AND TRAFFIC OPENING CRITERIA FOR BONDED CONCRETE OVERLAYS. VOLUME III: ADDENDUM TO THE HIPERPAV USER'S MANUAL , 1999 .

[3]  Knut O. Kjellsena dn Rachel J. Detwiler.  Later-Age Strength Prediction by a Modified Maturity Model , 1993 .

[4]  L. J. Parrott,et al.  Factors influencing relative humidity in concrete , 1991 .

[5]  Zhang Zi.  Analysis of hydration heat-induced stresses and cracks in massive concrete walls , 2002 .

[6]  G. De Schutter,et al.  Finite element simulation of thermal cracking in massive hardening concrete elements using degree of hydration based material laws , 2002 .

[7]  Cao Wei.  Numerical simulation of temperature field and stress field of sluice piers , 2002 .

[8]  Kevin Z. Truman,et al.  Creep, shrinkage, and thermal effects on mass concrete structure , 1991 .

[9]  Zhu Yue-ming.  A calculation method for solving temperature field of mass concrete with cooling pipes , 2003 .

[10]  D J Kulash,et al.  The Strategic Highway Research Program , 1991 .

[11]  Nicholas J. Carino,et al.  Rate Constant Functions for Strength Development of Concrete , 1991 .

[12]  B F McCullough,et al.  Coarse aggregate for PCC: pilot study evaluation , 1987 .

[13]  Bofang Zhu,et al.  Effect of Cooling by Water Flowing in Nonmetal Pipes Embedded in Mass Concrete , 1999 .

[14]  Z. Bažant,et al.  Creep and shrinkage prediction model for analysis and design of concrete structures-model B3 , 1995 .