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Technical specification on C80~C100 concrete shaft lining applied in vertical freezing shaft
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Basic data
| Standard ID | GB/T 39963-2021 (GB/T39963-2021) |
| Description (Translated English) | Technical specification on C80~C100 concrete shaft lining applied in vertical freezing shaft |
| Sector / Industry | National Standard (Recommended) |
| Classification of Chinese Standard | D15 |
| Word Count Estimation | 30,326 |
| Issuing agency(ies) | State Administration for Market Regulation, China National Standardization Administration |
GB/T 39963-2021: Technical specification on C80~C100 concrete shaft lining applied in vertical freezing shaft
---This is a DRAFT version for illustration, not a final translation. Full copy of true-PDF in English version (including equations, symbols, images, flow-chart, tables, and figures etc.) will be manually/carefully translated upon your order.
Technical specification on C80~C100 concrete shaft lining applied in vertical freezing shaft
ICS 73.020
CCSD15
National Standards of People's Republic of China
Application of shaft wall freezing method C80~C100
Concrete technical specification
freezingshaft
Released on 2021-03-09
2021-10-01 implementation
State Administration of Market Supervision and Administration
Issued by the National Standardization Management Committee
Table of contents
Foreword Ⅲ
1 Scope 1
2 Normative references 1
3 Terms and definitions 1
4 Symbol 3
5 Freezing shaft sinking shaft wall structure and design 6
5.1 Basic principles 6
5.2 Shaft wall structure 6
5.3 Shaft wall load calculation 8
5.4 Shaft wall structure design 9
6 Requirements for the design and implementation of the freezing scheme 14
6.1 General provisions 14
6.2 Freezing wall design 14
6.3 Arrangement of freezing holes 14
6.4 Freezing process detection, analysis and regulation 14
7 Raw materials and mix ratio 15
7.1 Raw materials 15
7.2 Mix ratio 16
8 Shaft wall construction 16
8.1 Raw material management 16
8.2 Construction preparation 17
8.3 Concrete production and pouring 17
8.4 Maintenance of concrete 18
8.5 Test block making and test 18
9 Quality Inspection 18
Appendix A (Normative) Freezing Scheme Design 19
Appendix B (Normative) Test method and evaluation of concrete crack resistance 23
References 24
Foreword
This document is in accordance with the provisions of GB/T 1.1-2020 "Guidelines for Standardization Work Part 1.Structure and Drafting Rules of Standardization Documents"
Drafting.
Please note that some of the contents of this document may involve patents. The issuing agency of this document is not responsible for identifying patents.
This document was proposed and managed by the China Coal Industry Association.
Drafting organizations of this document. Beijing Zhongmeishan Engineering Co., Ltd., China Building Materials Research Institute Co., Ltd., SDIC Coal
Co., Ltd., Beijing Coal Science and Technology Union Applied Technology Research Institute, Jiangsu Subote New Material Co., Ltd., China Coal Science and Industry Group Wuhan Design and Research Institute
Co., Ltd., Zhongyun International Engineering Co., Ltd., China Coal Xi'an Design Engineering Co., Ltd., China Coal New Energy Co., Ltd., Henan Guolong
Mining Construction Co., Ltd.
The main drafters of this document. Li Gongzhou, Yao Yan, Liu Jiaping, Gao Chunyong, Zeng Fanwei, Liu Jianzhong, Wang Ling, Liu Qingli, Liu Mindong, Chen Zhangqing,
Wu Hao, Zhang Ying, Gao Wei, Zhang Zhifan, Jia Chenggang, Wang Zhijie, Ju Xianbo, Tan Jie, Cui Hao, Chen Daochong, Zhao Yuming, Yang Chaofeng, Song Wei, Li Ning,
Xu Shurong, Liu Xiaomin, Guo Lei, Ning Fangbo, Wang Heng, Chen Honglei, Zhang Qianqian, Guang Jianmiao.
Application of shaft wall freezing method C80~C100
Concrete technical specification
1 Scope
This document specifies the shaft wall structure and design, freezing scheme design and implementation of the shaft wall using C80~C100 concrete in vertical shaft freezing method.
Requirements for construction, raw material and mix ratio, shaft wall construction, and quality inspection.
This document is applicable to the design and construction of C80~C100 concrete applied to the shaft wall of coal mine shaft freezing method.
2 Normative references
The contents of the following documents constitute the indispensable clauses of this document through normative references in the text. Among them, dated quotations
Only the version corresponding to that date is applicable to this document; for undated reference documents, the latest version (including all amendments) is applicable to
This document.
GB 175 General Portland Cement
GB/T 1499.2 Steel for reinforced concrete Part 2.Hot-rolled ribbed steel bars
GB 8076 concrete admixture
GB/T 18736 Mineral admixture for high-strength and high-performance concrete
GB 50010 Code for Design of Concrete Structures
GB/T 50080 Standard Test Method for Performance of Ordinary Concrete Mixture
GB/T 50081 Standard Test Method for Physical and Mechanical Properties of Concrete
GB/T 50082 Standard Test Method for Long-term Performance and Durability of Ordinary Concrete
GB/T 50107 Concrete Strength Inspection and Evaluation Standard
GB 50119 Technical Specification for Application of Concrete Admixtures
GB 50164 Concrete Quality Control Standard
GB 50213 Code for quality acceptance of coal mine tunnel engineering
GB 50384 Code for design of shaft and chamber of coal mine shaft
GB 50511 Code for construction of coal mine tunnel engineering
JGJ52 Standard for quality and inspection method of sand and stone for ordinary concrete
JGJ55 Design Specification for Ordinary Concrete Mix Proportion
JGJ63 Concrete Water Standard
JGJ/T 241 Technical Specification for Application of Artificial Sand Concrete
3 Terms and definitions
The following terms and definitions apply to this document.
3.1
Freezing sinking method
Before the construction of the wellbore, artificial refrigeration is used to freeze the ground around the wellbore to form a temporary bearing and water barrier function.
A construction method in which the frozen wall meets the safety requirements of engineering construction, and then the shaft excavation and masonry work is carried out under the protection of the frozen wall.
...