Chemical Grouting Technology for Fine Cracks of Hydraulic Structures

ZHANG Yong

Journal of Changjiang River Scientific Research Institute ›› 2017, Vol. 34 ›› Issue (7) : 121-125.

PDF(1525 KB)
PDF(1525 KB)
Journal of Changjiang River Scientific Research Institute ›› 2017, Vol. 34 ›› Issue (7) : 121-125. DOI: 10.11988/ckyyb.20160352
HYDRAULIC STRUCTURE AND MATERIAL

Chemical Grouting Technology for Fine Cracks of Hydraulic Structures

  • ZHANG Yong
Author information +
History +

Abstract

As the small opening and common seam blocking of fine cracks in hydraulic structure pose big difficulty to grouting, conventional crack grouting techniques could not guarantee the grouting quality. In this article, the shortcomings of conventional grouting techniques in chemical grouting of fine cracks in hydraulic structure are analyzed based on engineering practice. According to grouting pressure theories, the key of chemical grouting of fine cracks in hydraulic structure is to improve the groutability. On this basis, a technical idea of nondestructive and simultaneous porous grouting with high pressure is proposed, and the contents and techniques and quality control essentials of some procedures, inclusive of pasting grout nipple, crack surface enclosure, washing cracks by cleaning agent, grouting by specific equipment, simultaneous porous grouting, and raising grouting pressure, are expounded. The proposed techniques are part of and important supplement to the existing chemical grouting of hydraulic structure as they could avoid the surface damage caused by grouting holes and caulking, and improve the grouting effect.

Key words

hydraulic structure / fine crack / grout nipple / porous grouting / high pressure grouting / chemical grouting technology

Cite this article

Download Citations
ZHANG Yong. Chemical Grouting Technology for Fine Cracks of Hydraulic Structures[J]. Journal of Changjiang River Scientific Research Institute. 2017, 34(7): 121-125 https://doi.org/10.11988/ckyyb.20160352

References

[1] 王国秉,丁宝瑛,王 历,等.防止水工混凝土裂缝的措施和修补方法[J].山西水利科技,2001,(1):26-33.
[2] 乔生祥,黄华平.水工混凝土缺陷检测和处理[M].北京:中国水利水电出版社,1997:23-64.
[3] DL/T 5251—2010,水工混凝土建筑物缺陷检测和评估技术规程[S].北京:中国电力出版社,2010: 11-12.
[4] JTS 202-1—2010,水运工程大体积混凝土温度裂缝控制技术规程[S].北京:人民交通出版社,2010:3,31.
[5] 廖国胜,黄良锐,魏 海,等.三峡工程永久船闸混凝土层面缝渗水处理[J].长江科学院院报,2000,17(6): 25-28.
[6] 傅自义,赵 葳,王 剑.三峡工程大体积混凝土裂缝处理施工技术[J].水利水电科技进展,2003,23(3):40-43.
[7]黄良锐,苏 杰,廖国胜.三峡工程混凝土微细渗水裂缝补强处理措施研究[J/OL].(2005-08-12)[2016-03-10].
[8] 孙义勇,邱 敏.三峡永久船闸化学灌浆工艺[J].人民长江,2007,38(5):4-6.
[9] 黄国兴,陈改新.水工混凝土建筑物修补技术及应用[M].北京:中国水利水电出版社,1998:1-3,8-85.
[10]吴建华,邓少桢,李 焰.混凝土裂缝化学灌浆压力模拟与合适压力探讨[J].人民长江,2015,46(1):15-19.
[11]JC/T 1041—2007,混凝土裂缝用环氧树脂灌浆材料[S].北京:中国建材工业出版社,2007:1-2.
[12]DL/T 5406—2010,水工建筑物化学灌浆施工规范[S].北京:中国电力出版社,2010:17-19,78-83.
[13]张国新,李海枫.用断裂力学研究混凝土裂缝的允许灌浆压力[J].水利水电技术,2009,40(12) :52-55.
[14]陈彦玉.混凝土坝裂缝灌浆关键技术问题探讨[J].长江科学院院报,2011,28(3):54-58,62.
[15]李东林,党玉辉,徐 勇.多孔并联化灌工艺在混凝土裂缝处理中的应用[J].四川水力发电,2007,26(6):8-9,36.
PDF(1525 KB)

Accesses

Citation

Detail

Sections
Recommended

/