论文部分内容阅读
参加本项工作的还有:工程力学所、哈三电厂、省建一公司二处、省机械化公司等有关同志。一、前言火力发电厂的装机容量,目前日益向大机组方向发展,我省的单机容量在普及20万千瓦基础上已经逐渐向60万千瓦过渡,相应主厂房每个基础荷载也有所增加,其值在600～1000吨之间。在上述荷载作用下,当天然地基的承载力、稳定性满足不了建(构)筑物的要求时,往往采用桩基,而全厂的大桩数量大致如表1所示。
Also participating in this work are the Institute of Engineering Mechanics, the Harbin III Power Plant, the Provincial No.1 Construction Company, and the Provincial Mechanized Corporation. I. INTRODUCTION The installed capacity of thermal power plants is increasingly being developed towards large units. The single capacity of our province has gradually transitioned to 600,000 kilowatts on the basis of popularization of 200,000 kilowatts, and the corresponding main building has also increased its basic load. Values between 600 and 1000 tons. Under the above-mentioned load, when the bearing capacity and stability of the natural foundation cannot meet the requirements of the building (structure), the pile foundation is often used, and the number of large piles in the whole plant is roughly as shown in Table 1.