1) driven cast-in-place Y pile
Y形沉管灌注桩
1.
A new driven cast-in-place Y pile,developed according to the innovative design concept of Y pile and the traditional construction technology of driven cast-in-place pile in China,was introduced in this paper.
Y形沉管灌注桩是根据国外先进的Y形桩设计理念结合国内传统沉管灌注桩的施工工艺研制出的一种新型沉管灌注桩。
2) Y-shaped vibro-pile
Y型沉管灌注桩
1.
Field experimental study of mechanical performance of Y-shaped vibro-pile reinforced embankments
Y型沉管灌注桩加筋路堤力学性状试验研究
2.
The load transfer mechanism of Y-shaped vibro-pile in construction and preloading periods of embankment is adequately studied by reinforcement metre.
通过在Y型沉管灌注桩桩身埋设钢筋测力计,完整测试路堤填筑过程中及预压期内路堤荷载作用下Y型沉管灌注桩的荷载传递机制,详细介绍钢筋测力计的焊接及埋设方式,对钢筋测力计在混凝土凝固硬化过程中的受力情况进行详细研究。
3.
The section of Y-shaped vibro-pile is complicated;its geometric characteristics has four independent variables and eight integral zones.
Y型沉管灌注桩截面形式复杂,截面几何特性存在4个独立控制变量、8个积分区间。
3) sinking pipe cast-in-place pile
沉管灌注桩
1.
The common quality problems in sinking pipe cast-in-place pile and the preventing steps;
沉管灌注桩常见质量问题及防治措施
4) driven cast-in-place pile
沉管灌注桩
1.
Analysis and treatment for an accident of driven cast-in-place pile foundation;
某娱乐城沉管灌注桩工程事故分析与处理
2.
Vibratory driven cast-in-place pile technology;
浅谈振动沉管灌注桩施工工艺
3.
Base on two concrete engineering examples,the author came to the conclusion that a large number of piles broken in driven cast-in-place pile are due to the incorrect digging of foundation pit late.
通过2个工程实例分析了沉管灌注桩出现大面积断桩的原因是由于后期基坑开挖不当造成的,并提出了预防断桩出现的一些措施以及对断桩的处理补救措施。
5) pipe sinking cast-in-place pile
沉管灌注桩
1.
Common quality defects of pipe sinking cast-in-place pile and control measures;
沉管灌注桩常见质量通病的分析与控制
2.
Based upon analysis of some questions encountered in construction of vibrator pipe sinking cast-in-place pile discussion is made from general situations of engineering, pile toe molding and other aspects.
对沉管灌注桩施工中的一些问题进行了分析 ,从工程概况、桩尖造型等方面进行了论述 ,提出了沉管灌注桩施工中应采取的措施 ,指出只有基础扎实 ,才能盖好高
6) driven cast in place pile
沉管灌注桩
1.
In this paper, the reasons of appearing construction quality problems of driven cast in place pile had been analysed, and the specific measures for solveing these problems had been put forward, The new construction techniques of driven cast in place pile had been intraduced, Based on these, and now the new construction techniques of driven cast in place pile is better, Suggest to use the new one.
分析目前沉管灌注桩施工质量缺陷产生的原因 ,介绍了新的沉管灌注桩施工工艺 ,并与目前传统沉管灌注桩的施工工艺进行比较 ,得出新的沉管灌注桩的优点。
2.
The engineering geological conditions of Yandong Sewerage Treatment Plant in the Economic and Technical Development Zone of Ningbo City are described as well as the design of driven cast in place pile foundation.
文章在介绍了宁波经济技术开发区岩东污水处理厂工程地质概况、沉管灌注桩的设计描述及工程设计试桩有关资料后 ,根据该厂氧化沟 48根沉管灌注桩的现场高应变动测数据 ,按概率统计原理 ,对单桩极限承载力的分布进行了适度检验和区间估计 ,并计算出极限承载力的均值与标准差 ,还计算了桩的极限状态设计的可靠度指标β。
补充资料:[3-(aminosulfonyl)-4-chloro-N-(2.3-dihydro-2-methyl-1H-indol-1-yl)benzamide]
分子式:C16H16ClN3O3S
分子量:365.5
CAS号:26807-65-8
性质:暂无
制备方法:暂无
用途:用于轻、中度原发性高血压。
分子量:365.5
CAS号:26807-65-8
性质:暂无
制备方法:暂无
用途:用于轻、中度原发性高血压。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
参考词条