Calculation of Pullout Capacity for Under-Reamed Ground Anti-Floating Anchors with Capsule
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摘要: 作为抗浮锚固体的囊式扩体抗浮锚杆,因关键部件由工厂制造并通过现场快速组装工艺实现快捷编锚施工,使施工质量得以保证,以其所具有的大锚力、小变形和多重防腐功能等显著特点,在抗浮锚固工程中得到普遍应用并受到广大工程技术人员青睐。为规范囊式扩体抗浮锚杆设计、施工和质量检验,T/CECS 1259—2023 《囊式扩体锚杆技术规程》已于2023年6月1日颁布执行。针对当前工程设计人员关注的囊式扩体抗浮锚杆极限抗拔承载力确定以及荷载-位移特性等问题,结合对囊式扩体抗浮锚杆现场试验结果的分析,同时引用砂土和黏性土中锚定板计算抗拔极限承载力标准值,分别提出了囊式扩体抗浮锚杆极限抗拔承载力预测方法和计算式,探讨了作为抗浮锚固体的囊式扩体抗浮锚杆不施加预应力的可行性,为囊式扩体抗浮锚杆作为抗浮结构锚拉构件的工程设计提供参考。Abstract: As a type of anti-floating anchor, under-reamed ground anti-floating anchors with capsule features factory-manufactured key components and on-site rapidly assembly technology, enabling efficient construction and reliable quality control. They have been widely used in anti-floating anchoring engineering and are favored by many engineers and technicians because of their remarkable features, such as large anchoring force, small deformation, and multiple anti-corrosion functions. In order to standardize their design, construction, and quality inspection, the Technical Specification for Under-reamed Ground Anchors with Capsule(T/CECS 1259-2023) was promulgated and implemented on June 1, 2023. Addressing key concerns in engineering design, such as determining the ultimate pullout capacity and load-displacement characteristics of under-reamed ground anti-floating anchors with capsule, this paper analyzed the field test results. Based on existing methods for calculating the characteristic ultimate pullout capacity of the anchor plates in sand and clay, this study proposed respective prediction methods and calculation formulas for the ultimate pullout capacity of under-reamed ground anti-floating anchors with capsule. The feasibility of their application without prestress was discussed, offering design guidance for using them as structural tension members in anti-floating engineering.
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[1] 刘钟,杨松,张义,等. 岩土工程用可控膨胀挤压土体装置:ZL200810117836.4[P]. 2010-11-03. [2] 党昱敬,程少振. 承压型囊式扩体抗浮锚杆在建筑物抗浮工程中的应用[J]. 施工技术,2020,49(19):1-6. [3] 党昱敬,程少振,柳勇,等. 承压型囊式扩体抗浮锚杆在抗浮工程中的锚固设计[J]. 建筑科学,2023,39(7):160-167. [4] 党昱敬,程少振,刘天翔,等. 抗拔桩与承压型囊式扩体抗浮锚杆性价比浅析[J]. 建筑结构,2024,54(10):145-150. [5] 党昱敬,程少振,薛子洲,等. 囊式扩体抗浮锚杆抗拔承载机理浅析及现场试验研究[J]. 工业建筑,2024,54(11):219-229. [6] 中国工程建设标准化协会. 囊式扩体抗浮锚杆技术规程:T/ CECS 1259—2023[S]. 北京:中国建筑工业出版社,2023. [7] 党昱敬,张若筠. 预应力高强混凝土管桩在湿陷性黄土地基中的应用设计研究[J]. 工程勘察,2012(5):19-23. [8] 程良奎. 岩土工程中的锚固技术(二):岩土锚杆的设计[J]. 工业建筑,1994,24(2):46-51. [9] 卢璟春,刘钟,张义,等. 岩土锚固技术的新发展与工程应用[M]. 2 版. 北京:人民交通出版社股份有限公司,2018. [10] 中华人民共和国住房和城乡建设部. 岩土锚杆与喷射混凝土支护工程技术规范:GB 50086—2015[S]. 北京:中国计划出版社,2015. [11] 刘钟,郭钢,张义,等. 囊式扩体抗浮锚杆施工技术与工程应用[J]. 岩土工程学报,2014,36(增刊2):205-211. [12] 赵明华. 土力学与基础工程[M]. 武汉:武汉理工大学出版社,2003. [13] 卢肇钧,吴肖茗,张肇伸. 原型锚定板抗拔力的试验与研究[C]//中国土木工程学会第四届土力学与基础工程学术会议论文集.杭州:1983. [14] 刘钟,张楚福,张义,等. 囊式扩体抗浮锚杆在宁波地区的现场试验研究[J]. 岩土力学,2018,39(增刊2):295-301. [15] 中华人民共和国住房和城乡建设部. 锚杆检测与监测技术规程:JGJ/T 401—2017[S]. 北京:中国建筑工业出版社,2017. -
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