JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE) ›› 2016, Vol. 46 ›› Issue (4): 89-95.doi: 10.6040/j.issn.1672-3961.0.2015.327

Previous Articles     Next Articles

Development and application of after grouting device for prestressed concrete pipe pile

MI Chunrong, LI Jianming   

  1. Shandong Academy of Building Research, Jinan 250031, Shandong, China
  • Received:2015-10-12 Online:2016-08-20 Published:2015-10-12

Abstract: To solve the problems that the after grouting devices could only achieve pile bottom grouting or pile side grouting and the structure was irrational, the design and optimization of after grouting device were put forth, and then were used in engineering. 3 kinds of after grouting devices were designed. Structure one was chosen to be optimized by analyzing the effect of grouting and the structure of the form. Reinforcement ratio of structure one was optimized by using finite elements analysis software ANSYS. In addition, the strength and rigidity of the injection channel were checked by the same way. The field application showed that the device performance was stable and reliable. The ultimate vertical bearing capacity of a single pile could be significantly improved. This device also had good effects on improving the performance price ratio of the pile. Compared to other after grouting devices, this device could realize the control of pile end and pile side grouting by pressure control for the first time, which could prevent slurry return and ensure pile end and pile side grouting quantity.

Key words: structure optimization, grouting device, numerical simulation, after grouting

CLC Number: 

  • TU473.1+1
[1] 徐至钧,李智宇.预应力混凝土管桩基础设计与施工[M].北京:机械工业出版社,2005.
[2] 宋小瑛.去年全国管桩的年生产量超过3亿米[J].混凝土世界,2011,23(5):12-14. SONG Xiaoying. Last year, the annual production capacity of the national pipe pile is more than 300000000 meters[J]. China concrete, 2011, 23(5):12-14.
[3] 国家质量监督检验检疫总局.先张法预应力混凝土管桩:GB13476—2009[S].北京:中国标准出版社,2009.
[4] 中国建筑标准设计研究院.预应力混凝土管桩:10G409[S].北京:中国计划出版社,2008.
[5] 广东省建设厅.锤击式预应力混凝土管桩基础技术规程:DBJ/T15—22—2008[S].北京:中国建筑工业出版社,2008.
[6] 江苏省住房和城乡建设厅.预应力混凝土管桩基础技术规程:DGJ32/TJ109—2010[S].南京:江苏科学技术出版社,2010.
[7] 冶金工业部.预应力钢筋混凝土管桩施工技术规程:YBJ235—91[S].北京:冶金工业出版社,1991.
[8] 中国经济贸易委员会. 先张法预应力混凝土薄壁管桩:JC888—2001[S].北京:中国标准出版社,2001.
[9] 中华人民共和国工业和信息化部.水泥制品工艺技术规程第6部分:先张法预应力混凝土管桩:JC/T2126.6—2012[S].北京:中国建材工业出版社,2012.
[10] 中华人民共和国交通运输部.水运工程先张法预应力高强混凝土管桩设计与施工规程:JTS167—8—2013[S].北京:人民交通出版社,2013.
[11] 中华人民共和国住房和城乡建设部.水泥土复合管桩基础技术规程:JGJ/T330—2014[S].北京:中国建筑工业出版社,2014.
[12] 上海市建设和管理委员会.先张法预应力混凝土管桩:DBJT08—92—2000[S].北京:中国建筑工业出版社,2000.
[13] 江苏省建设厅.先张法预应力混凝土管桩:苏G03—2002[S].[出版地不祥] :[出版者不祥] , 2002.
[14] 河南省建设厅.预应力混凝土管桩(试行):04YG102.[S]. [出版地不祥] :[出版者不祥] , 2010.
[15] 山东省住房和城乡建设厅.预应力混凝土管桩:L10G407[S].[出版地不祥] :[出版者不祥] , 2010.
[16] 广西壮族自治区质量技术监督局.预应力混凝土管桩静压施工规程:DB45/T36—2002[S]. [出版地不祥] :[出版者不祥] , 2002.
[17] 浙江省建设厅. 先张法预应力混凝土管桩基础技术规程:DB33/1016—2004[S]. [出版地不祥] :[出版者不祥] , 2004.
[18] 山东省住房和城乡建设厅.预应力混凝土管桩基础技术规程:DBJ14—040—2006[S]. [出版地不祥] :[出版者不祥] , 2006.
[19] 福建省建设厅.先张法预应力混凝土管桩基础技术规程:DBJ13—86—2007[S].[出版地不祥] :[出版者不祥] , 2007.
[20] 辽宁省住房和城乡建设厅.预应力混凝土管桩基础技术规程:DB21/T1565—2015[S].[出版地不祥] :[出版者不祥] , 2015.
[21] 湖北省建设厅.预应力混凝土管桩基础技术规程:DB42/489—2008[S].[出版地不祥] :[出版者不祥] , 2008.
[22] 天津市城乡建设和交通委员会.预应力混凝土管桩技术规程:DB29—110—2010[S].[出版地不祥] :[出版者不祥] , 2010.
[23] 宁波市机电工业研究设计院.桩底后注浆预应力管桩:中国,200420109630.4[P].2006-02-08.
[24] 王永强.预应力管桩喷浆式桩尖:中国,200520131000.1[P].2007-01-17.
[25] 山东万鑫建设有限公司.预应力混凝土管桩桩端压力注浆器:中国,200720029134.1[P].2008-08-27.
[26] 中北大学.同步注浆静压预制桩装置:中国,200720138191.3[P].2008-10-15.
[27] 天津市建城地基基础工程有限公司.软土地区扩孔灌浆PHC管桩:中国,200920096519.9[P].2010-02-03.
[28] 广州市建筑科学研究院有限公司.一种管桩基础的后注浆装置:中国,201120378656.9[P].2012-05-30.
[29] 福州市第三建筑工程公司.一种管桩注浆桩头:中国,201220251610.5[P].2012-12-05.
[30] 长沙学院.桩底桩侧联合后注浆预应力管桩:中国,201220495536.1[P].2013-03-06.
[31] 中勘冶金勘察设计研究院有限责任公司.PHC管桩后注浆专用桩尖:中国,201320628879.5[P].2014-05-28.
[32] 中华人民共和国住房和城乡建设部.建筑桩基技术规范:JGJ94—2008[S].北京:中国建筑工业出版社,2008.
[33] 李建明,王汉鹏,李术才.轨枕路基疲劳试验机加载反力架设计与优化[J].山东大学学报(工学版),2013,43(5):80-86. LI Jianming, WANG Hanpeng, LI Shucai.Sleeper subgrade of fatigue testing machine of loaded anti-force framework design and optimization[J]. Journal of Shandong University(Engineering science), 43(5):80-86.
[34] 王琦,李术才,王汉鹏.可缩式钢管混凝土支架力学性能及经济效益[J].山东大学学报(工学版),2011,41(5):103-113. WANG Qi, LI Shucai, WANG Hanpeng. Mechanical property and economic effect of contractible concrete filled steel tube support[J]. Journal of Shandong University(Engineering Science), 2011, 41(5):103-113.
[35] 朱登元,姚占勇,葛守仁.柱式桥台前坡改造数值分析与现场检测[J].山东大学学报(工学版),2015,45(3):86-94. ZHU Dengyuan, YAO Zhanyong, GE Shouren. Study on buried abutment slope transformation based on numerical simulation and site detections[J]. Journal of Shandong University(Engineering Science), 2015, 45(3):86-94.
[36] 中华人民共和国住房和城乡建设部.混凝土结构设计规范:GB50010—2010[S].北京:中国建筑工业出版社,2010.
[1] LIU Qiming, WANG Wenhui, PAN Yingnan, GAO Yaohui, ZHENG Chengcheng, HE Peng. Influence of thickness defects on the stability of the primary support structure and risk assessment [J]. Journal of Shandong University(Engineering Science), 2025, 55(5): 165-178.
[2] Yuxin WANG,Sizhong LÜ,Wang YAO,Chunjin LIN,Ming ZHANG,Zhaofeng LI,Jian ZHANG,Yansheng WANG. Parameter design and effect evaluation of pile side splitting grouting insilty clay stratum [J]. Journal of Shandong University(Engineering Science), 2023, 53(6): 70-81.
[3] Pengning GUO,Wei LIU,Hao YUAN,Shuo FENG,Yangang WANG. Analysis of screw extrusion dehydration efficiency based on micro element discrete model [J]. Journal of Shandong University(Engineering Science), 2023, 53(1): 114-121.
[4] Yiming ZHANG,Yunpeng LI,Jing LI,Junyu CONG. Development of numerical calculation for coupled multi-field problems in cracked/porous media [J]. Journal of Shandong University(Engineering Science), 2022, 52(6): 63-78.
[5] Weiqin ZHENG,Jie XU,Jie SUN,Ke WU. Mechanical characteristics of TBM tunnel segment in composite stratum [J]. Journal of Shandong University(Engineering Science), 2022, 52(4): 210-213.
[6] TIAN Li,Wenzhe BI,Sarim Saleem SIDDIQUI,Kaiyue LIU. Review on structural resistance to downburst wind loads [J]. Journal of Shandong University(Engineering Science), 2021, 51(5): 32-41.
[7] Ruiyi YAN,Zhen DONG,Sen LU,Yanhua LAI,Mingxin LÜ. Analysis of the influence of the underside baffle and deflector of the fume hood on the flow field [J]. Journal of Shandong University(Engineering Science), 2021, 51(5): 122-130.
[8] LU Guangzhao, ZHOU Bo, XU Feng, SHANGGUAN Wei, WANG Gang, ZHANG Shubo. Stability analysis and construction mechanics of shallow buried bias tunnel openings [J]. Journal of Shandong University(Engineering Science), 2021, 51(4): 61-70.
[9] WANG Chunguo. Optimization of ventilation system of TBM tunnel construction and evaluation of dust suppression effect [J]. Journal of Shandong University(Engineering Science), 2021, 51(3): 52-60.
[10] Chunguo WANG. Study on full face hard rock tunnel boring machine through the overpass in composite stratum [J]. Journal of Shandong University(Engineering Science), 2021, 51(3): 45-51.
[11] SUN Jie, WU Ke, ZHENG Yang, LI Shuchen, YUAN Chao, WANG Xiuwei. Influence of TBM tunnel excavation at different positions on buildings [J]. Journal of Shandong University(Engineering Science), 2021, 51(1): 32-38.
[12] SU Sibo, WANG Guoqing, JIA Xianzhuo, LI Zhicong, HUANG Zhigang. Influence of shear span ratio on seismic performance of hollow pipe pier with slot connection [J]. Journal of Shandong University(Engineering Science), 2021, 51(1): 39-45.
[13] XU Zaigen, LIU Zhengwei, LIU Wenpeng, ZHOU Mengyao, LIU Juncai, TIAN Li. Calculation method of the single-double angle joints in transmission towers [J]. Journal of Shandong University(Engineering Science), 2021, 51(1): 87-93.
[14] CHEN Yucheng, WANG Zhaoyang, GUO Ming, LIN Peng. Influence of concealed karst cave on surrounding rock stability and its treatment technology [J]. Journal of Shandong University(Engineering Science), 2020, 50(5): 33-43.
[15] Jinsheng QI, Hongzhen CAO, Yan SHI, Wenjing DU, Zhan WANG. Optimization of the inner deflector of the shrimp-waist elbow [J]. Journal of Shandong University(Engineering Science), 2020, 50(5): 64-69.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] WANG Su-yu,<\sup>,AI Xing<\sup>,ZHAO Jun<\sup>,LI Zuo-li<\sup>,LIU Zeng-wen<\sup> . Milling force prediction model for highspeed end milling 3Cr2Mo steel[J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2006, 36(1): 1 -5 .
[2] LI Kan . Empolder and implement of the embedded weld control system[J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2008, 38(4): 37 -41 .
[3] KONG Xiang-zhen,LIU Yan-jun,WANG Yong,ZHAO Xiu-hua . Compensation and simulation for the deadband of the pneumatic proportional valve[J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2006, 36(1): 99 -102 .
[4] LAI Xiang . The global domain of attraction for a kind of MKdV equations[J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2006, 36(1): 87 -92 .
[5] YU Jia yuan1, TIAN Jin ting1, ZHU Qiang zhong2. Computational intelligence and its application in psychology[J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2009, 39(1): 1 -5 .
[6] CHEN Rui, LI Hongwei, TIAN Jing. The relationship between the number of magnetic poles and the bearing capacity of radial magnetic bearing[J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2018, 48(2): 81 -85 .
[7] WANG Bo,WANG Ning-sheng . Automatic generation and combinatory optimization of disassembly sequence for mechanical-electric assembly[J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2006, 36(2): 52 -57 .
[8] LI Ke,LIU Chang-chun,LI Tong-lei . Medical registration approach using improved maximization of mutual information[J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2006, 36(2): 107 -110 .
[9] JI Tao,GAO Xu/sup>,SUN Tong-jing,XUE Yong-duan/sup>,XU Bing-yin/sup> . Characteristic analysis of fault generated traveling waves in 10 Kv automatic blocking and continuous power transmission lines[J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2006, 36(2): 111 -116 .
[10] . [J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2009, 39(1): 27 -32 .