本文選題：單側(cè)支模 + 上反式　； 參考：《混凝土與水泥制品》2014年12期

【摘要】：在大多數(shù)塔樓底板設(shè)計(jì)中,混凝土裙樓底板完成面與塔樓底板完成面在同一標(biāo)高處,即塔樓采用下挖式基礎(chǔ),該類基礎(chǔ)側(cè)面支模較為簡(jiǎn)單。本工程塔樓底板混凝土為上反式基礎(chǔ),基礎(chǔ)完成面比裙樓完成面高4.3m,側(cè)壁支模難度較大。本文主要講述了上反式承臺(tái)側(cè)壁單側(cè)支模在成都環(huán)球貿(mào)易廣場(chǎng)的成功應(yīng)用,可為其他類似工程提供借鑒。
[Abstract]:In the design of most tower floors, the completion surface of the concrete skirt floor and the completion surface of the tower floor are in the same standard, that is, the tower building adopts the undercut foundation. The foundation side of this kind of foundation is relatively simple. The concrete of the tower floor is the upper and the reverse foundation, the foundation finish surface is 4.3m high and the side wall is more difficult. The successful application of the unilateral supporting formwork of the upper side wall of the upper supporting platform in Chengdu World Trade Plaza can be used as reference for other similar projects.

【作者單位】： 中建三局集團(tuán)有限公司成都分公司;
【分類號(hào)】：TU755;TU974
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本文編號(hào)：1806770