【摘要】：對(duì)軟弱地基上重載地面下的樁承地坪板采用一體式及分離式兩種設(shè)計(jì)方法進(jìn)行了設(shè)計(jì),并對(duì)兩種設(shè)計(jì)方法的設(shè)計(jì)結(jié)果進(jìn)行了比較。比較結(jié)果表明,一體式地坪板設(shè)計(jì)方法更為經(jīng)濟(jì),而分離式地坪板設(shè)計(jì)方法,更有利于控制地坪板的差異沉降。
[Abstract]:The design of pile-supported slab under heavy load ground on soft foundation is carried out by two design methods: integrated design method and separate design method, and the design results of the two design methods are compared. The results show that the integrated floor slab design method is more economical, while the separate floor slab design method is more helpful to control the differential settlement of the floor slab.
【作者單位】： 中國(guó)電子工程設(shè)計(jì)院;
【分類號(hào)】：TU767
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本文編號(hào)：2345414