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inclination ratio
相关语句
  倾斜率
     A trestle weight 800 t,height 30 m,max. settlement 770 mm. Inclination ratio 0.028 were measured.
     某栈桥高30 m,重800 t,最大下沉770 mm,倾斜率达0.028,采用预压桩托换法后,恢复正常使用功能。
短句来源
     After 3-day jack-up constructiont,he inclination ratio of building is steady at 0.53‰ and settlement rate is less than 0.007 7 mm per day and tends to be stable.
     经过3d顶升施工后,使房屋的倾斜率稳定在0.53‰,沉降速率小于0.0077mm/d,房屋基本上恢复了正常使用。
短句来源
     and the new-added part is a frame structure. Because two different structural systems are not separated completely and the designer adopted unsuitable ground treatment method,the building became leaning seriously when the major structure was completed. The inclination ratio and settlement rate of building are up to 18.6‰ and 9.15 mm per day,respectively;
     西安市某住宅楼是在原3层砖混结构上增建至7层框架结构式房屋,两种结构体系没有完全脱离开,又由于设计时地基处理不当,导致建筑物刚封顶即严重倾斜,倾斜率为18.6‰,沉降速率为9.15mm/d,随时存在倒塌的危险。
短句来源
  相似匹配句对
     Ratio (H.R.)
     Ratio .
短句来源
     a ratio.
     a比值。
短句来源
     On the Inclination in Legislation
     论立法的理想化倾向
短句来源
     EXPLORATION ON THE INCLINATION OF BUILDINGS
     建筑物倾斜问题的探讨
短句来源
     On Hawthorne's Calvinist Inclination
     论霍桑的加尔文主义倾向
短句来源
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The successful practice is introduced for rectifying a six storied brick concrete composite building with strip foundation by reasonable rectifying technique,which makes this buildings inclination ratio satisfy the codes requirement.Several difficult points in the process of rectifying this inclined building on the base of Ⅲ level collapsible loess are analyzed.Furthermore,the thinking and reason of forming the rectifying scheme are also discussed.These results can give some reference to the same kind...

The successful practice is introduced for rectifying a six storied brick concrete composite building with strip foundation by reasonable rectifying technique,which makes this buildings inclination ratio satisfy the codes requirement.Several difficult points in the process of rectifying this inclined building on the base of Ⅲ level collapsible loess are analyzed.Furthermore,the thinking and reason of forming the rectifying scheme are also discussed.These results can give some reference to the same kind of engineering project.

对一幢采用条形基础的 6层砖混结构住宅楼应用合理的纠倾技术 ,使其倾斜率恢复到规范要求的限值。分析了Ⅲ级湿陷性黄土地基上的建筑物在纠倾实践过程中的几个难点 ,论述了结构纠倾方案形成的思路和理由 ,对类似工程有一定借鉴意义

A trestle weight 800 t,height 30 m,max. settlement 770 mm. Inclination ratio 0.028 were measured. It was rectified by method of preloaded pile underpinning. The design,installation and result of this method are presented in this paper.

某栈桥高30 m,重800 t,最大下沉770 mm,倾斜率达0.028,采用预压桩托换法后,恢复正常使用功能。介绍了该法的设计、施工与成果,由平板、单桩静载荷试验确定的复合地基承载力判定堆载煤高度大于6.0 m,满足设计规范要求,为构筑物纠偏、复位技术提供了成功经验。

A 3-story brick concrete structural building was added to 7-story in Xi′an City,Shaanxi Province;and the new-added part is a frame structure. Because two different structural systems are not separated completely and the designer adopted unsuitable ground treatment method,the building became leaning seriously when the major structure was completed. The inclination ratio and settlement rate of building are up to 18.6‰ and 9.15 mm per day,respectively;and the building is bound to collapse. The scheme of rectifying...

A 3-story brick concrete structural building was added to 7-story in Xi′an City,Shaanxi Province;and the new-added part is a frame structure. Because two different structural systems are not separated completely and the designer adopted unsuitable ground treatment method,the building became leaning seriously when the major structure was completed. The inclination ratio and settlement rate of building are up to 18.6‰ and 9.15 mm per day,respectively;and the building is bound to collapse. The scheme of rectifying deviation by jack-up and by preloading underpinning pile was employed after investigation for sake of safety. Based on this caset,he following aspects are investigated:the formula to determine the numbers of underpinning piles for rectifying leaning building is presented;scheme choice of rectifying deviation,designing method,construction procedure of preloading underpinning pile,jacking monitoring and controlling are introduced in derail;difficult factors and corresponding problems during jacking construction are provided. After 3-day jack-up constructiont,he inclination ratio of building is steady at 0.53‰ and settlement rate is less than 0.007 7 mm per day and tends to be stable. After five years regular service,it can be concluded that preloading underpinning pile is feasible to reinforce or rectify similar structures and project in loess region.

西安市某住宅楼是在原3层砖混结构上增建至7层框架结构式房屋,两种结构体系没有完全脱离开,又由于设计时地基处理不当,导致建筑物刚封顶即严重倾斜,倾斜率为18.6‰,沉降速率为9.15mm/d,随时存在倒塌的危险。为使房屋恢复正常使用,经研究后决定采用钢筋混凝土预压托换桩加固及顶升纠偏方案。以此工程为例,提出顶升纠偏中预压托换桩设计公式;详细介绍了纠偏方案的选定、钢筋混凝土预压托换桩顶升纠偏的设计方法、施工工艺、顶升监测与控制以及顶升施工中的技术难点及采取的对策等。经过3d顶升施工后,使房屋的倾斜率稳定在0.53‰,沉降速率小于0.0077mm/d,房屋基本上恢复了正常使用。经过5a多使用证明,在黄土地区采用预压托换桩法加固或纠偏类似工程问题是可行的。

 
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