矿坑生态修复利用项目长沙冰雪世界结构设计

引用文献:

张耀康 周健 顾乐明 周慧 吴族平 许静. 矿坑生态修复利用项目长沙冰雪世界结构设计[J]. 建筑结构,2022,48(10):48-55,41.

ZHANG Yaokang ZHOU Jian GU Leming ZHOU Hui WU Zuping XU Jing. Structural design of Changsha Ice and Snow World ecological restoration and utilization of mine[J]. Building Structure,2022,48(10):48-55,41.

作者:张耀康 周健 顾乐明 周慧 吴族平 许静
单位:华东建筑设计研究院有限公司
摘要:对矿坑进行生态修复利用的长沙冰雪世界工程,原为水泥采石场,主要建筑功能为室内滑雪场和屋顶露天水乐园,由于建造难度大,被称为“不可能完成的项目”之一。工程具有基础条件复杂、结构形式特殊、楼盖跨度大且荷载大、施工和地质条件限制多等特点,采用支承于坑底与坑壁的巨型结构形式。介绍了这一特殊项目的主体结构与坑底及坑壁关系、超大跨预应力混凝土梁设计、重荷载钢屋盖结构设计、受地质条件影响的动态设计调整等若干关键问题及设计措施。通过多种结构方案比选、大跨度混凝土与钢结构技术应用、设计与施工紧密结合,较好地实现了从坑底悬浮雪乐园和屋顶水乐园结构的建筑设计意图。
关键词:矿坑生态修复利用项目;巨型结构;岩壁稳定性;超大跨预应力混凝土梁;重荷载钢屋盖
作者简介:张耀康,硕士,正高级工程师,主要从事大跨及高层建筑的复杂结构设计研究,Email:zyk0646@ecadi.com。*周健,硕士,教授级高级工程师,主要从事空间大跨结构设计及研究、超高层设计及研究,Email:zj0466@ecadi.com。
基金:
尊敬的用户,本篇文章需要2元,点击支付交费后阅读
参考文献[1] 周健,张耀康,王帅,等.长沙冰雪世界跨坑结构的选型及其形态创建[J].建筑钢结构进展,2017,19(5):77-83.
[2] 汪大绥,陆道渊,陆益鸣,等.世茂深坑酒店总体结构设计[J].建筑结构,2011,41(12):76-82.
[3] 湖南省长沙市桐溪湖北矿坑滑雪场工程建设场地地质灾害危险性评估报告[R].长沙:湖南省勘查设计研究院,2012.
[4] 陈宜言,王用中.波形钢腹板预应力混凝土桥设计与施工[M].北京:人民交通出版社,2009.
[5] 熊学玉,吕品,程琛,等.次轴力对预应力混凝土框架结构承载力影响[J].工业建筑,2011,41(12):8-11.
[6] 混凝土结构设计规范:GB 50010—2010 [S].北京:中国建筑工业出版社,2011.
[7] 顾乐明.长沙冰雪世界重载钢屋盖节点设计与分析[J].建筑施工,2020,42(8):1482-1485.
[8] 长沙矿坑生态修复利用工程冰雪世界项目工程场地地震安全性评价报告[R].北京:中国地震局地球物理研究所,2014.
[9] 建筑抗震设计规范:GB 50011—2010 [S].2016年版.北京:中国建筑工业出版社,2016.
Structural design of Changsha Ice and Snow World ecological restoration and utilization of mine
ZHANG Yaokang ZHOU Jian GU Leming ZHOU Hui WU Zuping XU Jing
(East China Architectural Design & Research Institute Co., Ltd.)
Abstract: Changsha Ice and Snow World is the project for ecological restoration and utilization of the mine which was originally a cement quarry. Its main building functions are the indoor ski resort and the rooftop open-air water park. Due to the huge difficulty of construction, it was called one of the "impossible projects". The project has the characteristics of complex basic conditions, special structural form, large floor span and large load and many restrictions on construction and geological conditions. The form of mega structure supported on the bottom and the wall of the pit were adopted. Several key issues and design measures of this special project was introduced, such as the relationship between the main structure and the bottom and wall of the pit, the design of super-large-span prestressed concrete beams, the structural design of heavy-load steel roof, and the dynamic design adjustments affected by geological conditions. Through the comparison of various structural schemes, the application of long-span concrete and steel structure technology, and the close combination of design and construction, the design intention of floating structure over the pit is realized integratly.
Keywords: mine restoration and utilization project; mega structure; stability of rock; super-large-span prestressed concrete beam; heavy-load steel roof structure
501 0 0
文字:     A-     A+     默认 取消