Please wait a minute...
Shopping Cart Email List Chinese
Advanced Search Fig/Tab
Frontiers of Engineering Management

ISSN 2095-7513

ISSN 2096-0255(Online)

CN 10-1205/N

Postal Subscription Code 80-905

Featured Articles  |  Most Downloaded  |  Most Reading
Online Submission Subscribe to Our RSS Content Feed
Front. Eng    2022, Vol. 9 Issue (1) : 170-176    https://doi.org/10.1007/s42524-021-0177-x
SUPER ENGINEERING
Green Construction of National Speed Skating Oval
Jiulin LI1(), Limin CHEN2, Hao XU3, Jianlin WANG2
1. Tsinghua University, Beijing 100084, China; Beijing Urban Construction Group Co., Ltd., Beijing 100088, China; Beijing National Speed Skating Oval Management Co., Ltd., Beijing 100101, China
2. Beijing National Speed Skating Oval Management Co., Ltd., Beijing 100101, China
3. Beijing Urban Construction Group Co., Ltd., Beijing 100088, China
 Download: PDF(1773 KB)   HTML
 Export: BibTeX | EndNote | Reference Manager | ProCite | RefWorks
Keywords super large-span cable net structure      CO2 Transcritical Direct-cooling Ice Making System      dynamic high-precision construction measurement      green construction      National Speed Skating Oval     
Corresponding Author(s): Jiulin LI   
Just Accepted Date: 09 November 2021   Online First Date: 30 November 2021    Issue Date: 14 February 2022
 Cite this article:   
Jiulin LI,Limin CHEN,Hao XU, et al. Green Construction of National Speed Skating Oval[J]. Front. Eng, 2022, 9(1): 170-176.
 URL:  
https://academic.hep.com.cn/fem/EN/10.1007/s42524-021-0177-x
https://academic.hep.com.cn/fem/EN/Y2022/V9/I1/170
Fig.1  National Speed Skating Oval.
Fig.2  Schematic diagram of the cable net structure system.
Installation method Crane type Quantity of materials used/ton Construction period of critical path/day Advantages and disadvantages
Lifting outside the venue 750 t crawling crane 4000 90 Can be assembled 15 days in advance
Lifting in the venue 800 t crawling crane 3000 90 Can be assembled 15 days in advance, while post-construction is required for the concrete structure of the access way for the crane
High-level sliding 450 t crawling crane 2000 60 Can be assembled 60 days in advance, and the working platform for the on-site weaving of the cable net can be provided 30 days in advance, saving 3 months for the overall construction period
Tab.1  Comparison of different installation methods
Fig.3  Comparison of the cable force of the stabilizing cable.
Fig.4  Schematic diagram of the ice making system.
Fig.5  Ice making pipes laying site (left) and related three-dimensional laser model (right) of National Speed Skating Oval.
[1] Ming LU, Nicolas DIAZ, Monjurul HASAN. Proposing a “lean and green” framework for equipment cost analysis in construction[J]. Front. Eng, 2019, 6(3): 384-394.
[2] Guan-feng An,Wen-yuan Huang,Jing-feng Zhang. Green Road Construction Technologies in Guangzhou[J]. Front. Eng, 2016, 3(1): 80-86.
Viewed
Full text


Abstract

Cited
  Shared   
  Discussed