PULL-OUT EXPERIMENTAL STUDY ON NEW TYPE OF CHEMICAL ANCHORING BOLTS

Xing Guoqi; Wang Xiaoli

doi:10.13204/j.gyjz201102017

Volume 41 Issue 2

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2011 > 41(2): 66-69

Xing Guoqi, Wang Xiaoli. PULL-OUT EXPERIMENTAL STUDY ON NEW TYPE OF CHEMICAL ANCHORING BOLTS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(2): 66-69. doi: 10.13204/j.gyjz201102017

Citation:

Xing Guoqi, Wang Xiaoli. PULL-OUT EXPERIMENTAL STUDY ON NEW TYPE OF CHEMICAL ANCHORING BOLTS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(2): 66-69. doi: 10.13204/j.gyjz201102017

Xing Guoqi, Wang Xiaoli. PULL-OUT EXPERIMENTAL STUDY ON NEW TYPE OF CHEMICAL ANCHORING BOLTS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(2): 66-69. doi: 10.13204/j.gyjz201102017

Citation:

Xing Guoqi, Wang Xiaoli. PULL-OUT EXPERIMENTAL STUDY ON NEW TYPE OF CHEMICAL ANCHORING BOLTS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(2): 66-69. doi: 10.13204/j.gyjz201102017

PDF( 0 KB)

PULL-OUT EXPERIMENTAL STUDY ON NEW TYPE OF CHEMICAL ANCHORING BOLTS

doi: 10.13204/j.gyjz201102017

Xing Guoqi¹,
Wang Xiaoli²

1.
1. Weifang University,Weifang 261061,China;
2.
2. Xi’an University of Science and Technology,Xi’an 710054,China

Received Date: 2010-10-25
Publish Date: 2011-02-20

Abstract

Abstract

It is introduced a new type of chemical anchoring bolt,and the anchoring agent of the chemical anchoring bolt is composed of inorganic chemistry material,and it has good resistance to elevated temperatures.According to the pull-out test of the M12 new type of chemical anchoring bolts in C30 concrete,the failure mode in different anchorage length is analyzed and the effective anchorage length in C30 concrete is obtained and further the design capacity is also got,the result provides a basis for its engineering application design.
- new type of chemical anchoring bolts,
- pull-out test,
- effective anchorage length,
- design capacity

FullText(HTML)

References(10)

References

[2] 韩瑞昌, 冼兰.高温作用后无机化学锚栓性能试验研究[J].山西建筑, 2009(7):175－176;

戴广海, 张惠, 陈海燕, 等.无机后锚固材料植筋性能试验研究与分析[J].粉煤灰, 2009(3):8－10;

[3] 王晓利.无机化学药包锚固栓:中国, 200420042008.6[P].2005－07－20;

[4] 王晓利.双锚锚栓装置:中国, 200620078859[P].2007－05－16;

[5] DG/T J080032000建筑锚栓抗拉拔、抗剪性能试验方法[S];

[6] JGJ12099建筑基坑支护技术规程[S];

[7] JGJ1452004混凝土结构后锚固技术规程[S];

[8] GB503672006混凝土结构加固设计规范[S];

[9] GB3098.182紧固件机械性能螺栓、螺钉和螺柱[S];

[10] GB500072002建筑地基基础设计规范[S].

Relative Articles

[1]	Wang Zike, Xian Guijun, Li Hui. STUDY OF THE TENSILE PROPERTIES OF DOMESTIC CARBON FIBERS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(6): 1-4. doi: 10.13204/j.gyjz201306001
[2]	Gao Li-ya, Deng Chang-gen, He Ji-ping. STUDY ON INTEGRAL STABILITY OF HOMEMADE ROLLED H-SECTION BEAMS -APPLICABILITY OF CALCULATION PRINCIPLE OF STABILITY COEFFICIENT TO HOMEMADE HOT-ROLLED H-SECTION BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(10): 75-78. doi: 10.13204/j.gyjz200610021
[3]	Long Liping, Gu Hongyan, Cui Jia. STATIC BEHAVIOR OF STRESSED SKIN DIAPHRAGM CONNECTED WITH V840 PROFILED SHEET[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(6): 84-85,83. doi: 10.13204/j.gyjz200506024

Supplements(0)

Cited By

Cited by

Periodical cited type(2)

1.	卫颖颖，刘超群，罗林. 多尺度纤维对水泥基复合材料性能的影响. 深圳大学学报(理工版). 2024(02): 145-151 .
2.	夏旸昊，杨鼎宜，高函，郭子荣，钱云峰. 聚甲醛纤维超高强混凝土断裂性能研究. 工业建筑. 2022(12): 179-185 . 本站查看