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在齐齐哈尔市科委和市建委主持下,组织有关设计、施工单位及院校的专家参加,1984年8月23日在齐齐哈尔市通过了共振试桩法的鉴定。共振试桩法是冶金部建筑研究总院根据共振原理提出的。该法在齐齐哈尔市玻璃厂及有关施工单位密切配合下,在齐市的桩基工程中应用成功。共振试桩法是一项具有新颖思路的测定桩基承载力的独特创新技术,该法所依据的基本原理正确,方法合理、简便安全、测试数据可靠。与传统的静力试桩法相比,承载力误差在10%以内,完全满足工程要
Under the auspices of the Science and Technology Committee of Qiqihar City and the Municipal Construction Committee, experts from relevant design and construction units and institutions were organized to participate. In August 23, 1984, the identification of the resonance test pile method was adopted in Qiqihar City. Resonance test pile method is proposed by the Ministry of Metallurgical Construction Research Institute on the principle of resonance. The law was applied successfully in the pile foundation project of Qi City under the close cooperation of the glass factory in Qiqihar City and related construction units. The resonance test pile method is a unique and innovative technique for determining the bearing capacity of the pile foundation with a novel idea. The basic principle of the method is correct, the method is reasonable, simple and safe, and the test data is reliable. Compared with the traditional static test pile method, the bearing capacity error is within 10%, which fully meets the engineering requirements.