犍为船闸安全监测与施工
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Safety monitoring and construction of Qianwei ship lock
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    摘要:

    针对大口门船闸施工期安全问题,依托岷江犍为船闸,对船闸上下引航道、上下闸首及闸室各部位的沉降和位移、墙后土压力、基底压力、墙底渗透压力、关键部位的混凝土和钢筋应力、应变进行监测。结果表明,船闸土压力测值变化主要受上部混凝土浇筑及墙后回填土压力影响,应变计组的各测点测值初期主要受混凝土水化热影响,后期主要受周围混凝土浇筑影响,钢筋计的各测点测值主要受上部混凝土施工应力变化影响。船闸施工过程中应合理安排混凝土浇筑时间,控制混凝土水化热。

    Abstract:

    Aiming at the safety problems of large entrance ship lock during construction,based on Qianwei ship lock of the Minjiang River,we monitor the settlement and displacement of the upper and lower approach channel,the upper and lower lock head and the lock chamber,the earth pressure behind the wall,the base pressure,the seepage pressure at the bottom of the wall,the stress and strain of concrete and steel in the key parts of the lock. The results show that the measured values of the earth pressure of the ship lock are mainly affected by the pouring of the upper concrete and the backfill earth pressure behind the wall. The measured values of each measuring point of the strain gauge group are mainly affected by the hydration heat of concrete at the initial stage,and are mainly affected by the pouring of surrounding concrete at the later stage. The measured values of each measuring point of the steel bar gauge are mainly affected by the construction stress change of the upper concrete. The pouring time of concrete should be reasonably arranged and the hydration heat of concrete should be controlled during the construction of ship lock.

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郝文宇,徐 红,李 维.犍为船闸安全监测与施工[J].水运工程,2021(12):89-93.

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  • 在线发布日期: 2021-12-06
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