当前位置:主页 > 科技论文 > 施工技术论文 >

上反式承台单侧支模施工技术

发布时间:2018-04-26 16:24

  本文选题:单侧支模 + 上反式 ; 参考:《混凝土与水泥制品》2014年12期


【摘要】:在大多数塔楼底板设计中,混凝土裙楼底板完成面与塔楼底板完成面在同一标高处,即塔楼采用下挖式基础,该类基础侧面支模较为简单。本工程塔楼底板混凝土为上反式基础,基础完成面比裙楼完成面高4.3m,侧壁支模难度较大。本文主要讲述了上反式承台侧壁单侧支模在成都环球贸易广场的成功应用,可为其他类似工程提供借鉴。
[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.

【作者单位】: 中建三局集团有限公司成都分公司;
【分类号】:TU755;TU974


本文编号:1806770

资料下载
论文发表

本文链接:https://www.wllwen.com/kejilunwen/sgjslw/1806770.html


Copyright(c)文论论文网All Rights Reserved | 网站地图 |

版权申明:资料由用户ddba9***提供,本站仅收录摘要或目录,作者需要删除请E-mail邮箱bigeng88@qq.com