同时介绍了埋地卧式容器的抗浮设计。
大水位差取水泵房结构设计的关键是结构抗浮。
The key to structural design of pump house for large water level differences is structural anti-buoyancy.
为提高主厂房抗浮稳定性，地基基础采用锚筋加固方案。
The foundation adopts anchor bar reinforcement scheme to increase anti-floating stability of the main pump house.
针对相关地基承载力及沉降、抗浮等问题作了分析与探讨。
Problems are analyzed such as the subgrade bearing capacity, sedimentations and anti-float.
在高地下水位地区进行地下工程施工，往往存在工程的抗浮问题。
In case of underground construction in area of high ground water level, there is often anti-floating problem during the work.
阐述了中空锚杆作为地下工程抗浮措施的设计、施工和试验的方法。
In this article, authors introduce the method of hollow anchor design, construction and experiment in underground engineering anti-floating.
为解决某地下车库基础抗浮问题，采用了压力分散型锚杆抗浮技术。
To solve anti floating problem of certain underground garage, dispersed pressure anchor is adopted.
本抗浮锚杆成孔采用泥浆护壁工艺，注浆采用常压注浆和二次高压注浆。
The hole wall of anchor is sustained by slurry, common pressure grouting and the second high pressure grouting are used.
一种现浇混凝土空心楼板薄壁空心管抗浮施工方法，属于住宅施工技术领域。
An anti-floating construction method of a thin-walled hollow tube in a cast-in-place concrete hollow floor slab belongs to the technical field of residential construction.
随着高层建筑的增多和埋深的增加，地下建筑物的抗浮问题也就越来越突出。
With the number and depth of foundation of high-rises increasing, the anti-floatability of underground structuress becomes more and more prominent.
抗浮锚杆具有良好的地层适应性，易于施工，锚杆布置非常灵活，锚固效率高。
The anti-float anchor is provided with the good adaptability of strata, convenience of construction, and its layout of anchors is flexible and efficient.
现简要分析利用地质钻机泥浆护壁成孔工艺完成深厚砂层中抗浮锚杆的施工工艺。
The technology of finishing float resisting anchor rod construction in deep sand layer with geological drilling rig slurry retaining wall technology is analyzed briefly.
本文对大型排水构筑物的几种抗浮方法进行了论述，并针对具体工程作了经济分析。
Some anti floating methods for large drainage structure are discussed in the article and economic analysis is made in respect of specific works.
因抗浮锚杆试验没有统一的破坏标准，测出的抗拔参数差异大，不能正确指导设计。
As there is no unified standards of failure for the soil float resisting anchor rod test, the parameters of pulling-resistance are discrete, which often led to incorrect design.
介绍了上部结构中挑梁、托梁和斜柱的设计措施，深基础抗浮及底板外墙的处理方法。
The design of cantilever beam, joist and battered column in the upper structure was introduced. The anti-float of deep foundation problem and baseplate and concrete external wall were introduced.
为了了解扩底抗拔桩的抗拔机理和抗浮特点，进行扩底抗拔桩和等截面抗拔桩的试桩试验。
In order to understand float resisting mechanism and its characteristic a test on the bored cast-in-place pile with enlarged bottom and up-lift resistance pile with equal section is carried out.
本文结合一工程实例，介绍了围护桩兼作地下程抗浮和外墙模板的经验，实践证明效果良好。
Based on the example of an engineering work, the experience of application of fender piles for antifloating and external wall form work of underground building was introduced.
本论文主要研究一种新型的处理地下水浮力的抗浮措施——抗浮锚杆在沿海软土地区的应用。
As a new kind of measure of dealing with the underground water, this paper mostly studies application of anti-float anchor in the soft area.
文章讨论了水浮力以及工程抗浮力的计算问题，阐述了地下工程整体抗浮与局部抗浮的关系。
This paper discussed the calculation problem of the buoyancy of water and the engineering anti-buoyancy, elaborated the relationship between whole anti-uplift and partial anti-uplift.
结合工程实例介绍了人工注浆法的施工工艺、灌注浆的模拟试验及抗浮锚杆的节点防水处理措施。
This paper introduces the artificial grouting construction process, the slurry infusion simulation and anti-floating anchor node waterproof treatment according to an engineering case.
跨逆断层的埋地管线在满足管顶最小覆土深度、土壤冰冻深度以及抗浮要求等前提下，以浅埋为宜。
While meeting the requirement of the minimum depth of the overlaying soil and the frozen depth, the cross-reverse fault pipeline is appropriate to be buried in shallow soil.
某发电厂沉渣池由于设计时没有考虑抗浮措施，施工完成后，池体在地下水浮力的作用下上浮倾斜，严重影响池的正常使用。
Because of no measures to resist floating in design, a power plant ash pond floated and inclined with the groundwater flotage after construction, which have influenced the normal use of the ash pond.
为保证建筑物不发生上浮事故，设计前必须确定保障建筑物安全的地下水水位高程，该高程一般被称为建筑物抗浮设防水位。
In order to insure the safe of the building, the safe groundwater level height, referred as water level for prevention of up-floating in general, must be confirmed before the design stage.
本文对船舶浮筏装置的抗基础冲击特性进行了理论分析与试验研究。
The investigation on the anti-shock property of the floating raft installation was made both theoretically and experimentally.
本文对船舶浮筏装置的抗基础冲击特性进行了理论分析与试验研究。
The investigation on the anti-shock property of the floating raft installation was made both theoretically and experimentally.
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