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1)  inner support
内支撑
1.
Static blasting and cutting technique are adopted in dismantling the inner support.
该基坑支护主要为钻孔及人工挖孔咬合桩,为适应基坑周围环境的多样性,还采用了锚杆、植筋墙,利用结构本体换撑,静爆加切割拆除内支撑等工艺。
2.
The paper introduces such a design scheme and construction management of a particular project,with the application details of steel pipe s compound earth nailing wall,inner support,and inclined support,etc.
结合工程实例,介绍了复杂场地深基坑边坡支护的设计方案,特别是钢管桩复合土钉墙、内支撑、斜支撑等的设计,解决了复杂场地条件下基坑稳定的难题。
3.
Dismantling the inner support is a common work in the construction of deep foundation pit with inner support.
内支撑的拆除是内支撑型深基坑工程施工中普遍存在的一个施工过程,采用换撑技术解决支护由于内支撑拆除所导致的稳定问题,使基坑支护在新的条件下重新建立平衡,实践证明,换撑技术方法简便实用,收效明显,在工程应用中有较好的适用性。
2)  internal bracing
内支撑
1.
The feature and engineering countermeasure of internal bracing deformation;
内支撑的变形特征及其工程对策
3)  Insert [英][in'sə:t]  [美][ɪn'sɚt]
内支撑
1.
Finite Element Analysis on Three-dimensional Structural of Run-flat Tire Insert;
RFT内支撑三维结构有限元静力学分析与改进设计
2.
Virtual Design and Performance Analysis of Run-Flat Inserts;
零压续跑轮胎内支撑虚拟设计与性能分析
4)  bracing system
内支撑
1.
Based on the analysis of a certain retaining and protecting for deep foundation excavation,several structural schemes including piles in row,bracing system,soil nailing wall and diaphragm are compared.
结合深基坑支护实例,进行了排桩、内支撑、土钉墙、地下连续墙等多种支护方案的技术、经济比较,阐述了软土深基抗土钉墙支护结构的设计方法。
5)  interior support
内支撑
1.
The continual arch form supporting system is made up of arch shape field operating reinforcement concrete thin diaphragm wall and assembly steel pipe concrete continual arch shape interior supporting.
连拱形基坑支护体系 ,由现浇钢筋混凝土连拱形薄壁地下墙和装配式钢管混凝土连拱形内支撑组成。
6)  interior bracing
内支撑
1.
The computing methods of the equivalent stiffness of the interior bracing and the penetration depth in rock of the rock-socketed pile for deep excavation are two of these problems to be investigated.
深基坑内支撑结构等效刚度和嵌岩支护桩嵌岩深度的计算即是需要进一步深入研究的两个问题。
2.
The numerical method, for example the finite element method, is often used to compute the equivalent stiffness of the two-dimensional interior bracing of the deep excavation.
深基坑平面内支撑结构等效刚度的计算常采用有限元等数值计算方法,通过分析深基坑支护结构的4种典型平面内支撑结构型式,探讨了数值计算模型中内支撑结构的单元划分长度、约束弹簧刚度、约束弹簧间距、约束弹簧布置型式等因素对内支撑等效刚度计算结果的影响。
补充资料:内支撑轮胎
分子式:
CAS号:

性质:在外胎内腔中,于靠近胎圈部位的轮辋上放置硬支撑物的充气轮胎。这种轮胎在行驶中漏气时,依靠此支撑物仍能继续安全行驶一定距离。

说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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