加固层

程序中混凝土采用矩形单元，钢筋和加固层采用线单元，并且采用了双弹簧单元模拟钢筋与混凝土之间的粘结滑移、混凝土与CFRP之间的粘结滑移；

The main content is as follow : 1 . Concrete uses rectangle element , steel and CFRP use linear element , at the same time , double-spring element was used to simulate the slipping between steel and concrete , and the slipping between CFRP and concrete ;

等沉面以下加固层；

Reinforced layer below the equal settlement plane ;

并经实践应用可以解决在不同工作条件下合理选择加固层用结晶氯化铝硬化的工艺参数。

It can reasonably select technology parameter of hardening of the reinforce layer crystalline aluminum chloride .

内部稳定性回填加固层设计的现行方法中不会特别评估使用寿命极限状态。

The serviceability limit state is not specifically evaluated in current practice to design backfill reinforcement for internal stability .

程序实现了较为完善的后处理功能，可以直观的显示出结构变形图、裂缝开展图、混凝土的应力云图、钢筋和加固层的应力应变图表等；

The program can visual display deformation pattern , crack pattern , stress-contour chart , graphic chart of bar and reinforced sheet ;

探讨了植有销钉的情况下，销钉与加固层协同抵抗粘结破坏的受力机制及销钉数量，直径，基本锚固深度，间距对其的影响。

It issues of the pins ' amount , diameter , depth and distance 's effects to the felted capability of ferrocement .

通过改变加固层材料参数，本程序也可以对粘钢加固钢筋混凝土梁进行分析。

Through varying material parameter of reinforced sheet , the program can be used to analyze steel plate strengthened reinforced concrete beam .

一种磁性钉套，由套板，磁圈加固层，扣板组成，其特征在于所述的磁圈在套板的中心位置上。

The utility model relates to a magnetic nail sleeve witch is composed of a sleeve plate , a magnetic ring reinforced layer and a pitch plate ;

计算结果表明，复合地基是否具有应力扩散的效应受很多因素影响，如加固层的几何性质、荷载分布的几何性质等。

It can be seen from the results that the properties of stress dispersion of composite ground are affected by many factors , such as geometrical properties of reinforced layer and load .

程序中采用了分离式有限元模型，单元形式有：混凝土三角形和四边形单元、钢筋线单元、加固层线单元和考虑钢筋与混凝土之间粘结滑移的双弹簧粘结单元；

A separate non-linear finite element model was proposed , and the model has four element type : concrete triangle and rectangle element , steel linear element , reinforced sheet linear element , double-spring element ;

选择以高岭石熟料或莫来石相为基的耐火材料、型壳硬化前干燥以及700℃保温焙烧等，是改善以水玻璃为加固层复合型壳性能的有效措施。

Efficient measures for improving properties of compound ceramic shell in which the bake-up slurry made of sodium silicate are following : selected refractory materials on the base of Kaolinite or Mullite , dried ceramic shell before curing and holding temperature at 700C while baking .

同时分析了路堤本体沉降、不同施工期以及软基加固层下卧软层对工后沉降的影响。

At the same time , the author analyzes the factors which influence the settlement after construction as follows : the settlement of the main body of embankment , the different periods of construction , and the soft soil layers beneath the consolidated layer of the soft roadbed .

针对悬浮桩加固深厚层软土地基，提出了根据前期沉降观测资料进行沉降预测的BP神经网络模型。

To solve the technical problem in settlement prediction of hanging pile composite ground , a new settlement prediction model according to the magnitude of the post-construction settlement is presented based on BP nervous network theory in this paper .

土工格室柔性筏基加固浅层软弱地基试验研究

Test Research of Earthwork Flexibility Raft Foundation Strengthening Shallow Soft Subgrade

锚杆静压桩在加固加层危房中的应用研究

Application Research on static BOLT-PILE reinforcement for the additional storey building

低能量强夯法加固浅层吹填土地基试验研究

Test Study on Dredger Fill Foundation Reinforcement with Low-energy Dynamic Consolidation Method

大锚杆加固顺层岩质边坡的工程技术研究

Study on Engineering Technique for Reinforcement of Consequent Bedding Rock Slope by Rockbolts

锚固（索）桩加固顺层石质路基工作性状的研究

On Performance of Anchor ( Cable ) Pile in Reinforcement of Stratified Rock Cut

深层搅拌法是加固深厚层软粘土的地基加固方法。

Deep mixing method is a method for stabilizing deep and thick layer of soft soils .

本文对振冲碎石桩加固覆盖层软弱基础的施工技术参数、施工方法、施工质量控制等作了阐述。

This paper expounds the technique parameters , measures and quality control during construction using the stakes to reinforce soft foundation with covering .

如果房屋增层后能使用一定年限，加固增层比拆除新建更加经济，结合所研究的实例，当还原利率为8%时，这一年限大致为7～9年。

For engineering examples studied in paper , this number of years is about seven to nine according the reduction rate of 8 percent .

通过试验研究，简述了土工格室柔性筏基加固浅层软弱地基的情况。介绍了试验方案，试验材料及模型施工等。

By test research , the paper introduced the situation of earthwork flexibility raft foundation strengthening shallow soft subgrade , test plan , test materials and model construction etc.

尝试将隔震支座搁置在底部框架柱的顶部来加固加层的底层框架砌体房屋。

It is attempted to put the isolation bearing on the top of the bottom column to strengthen the adding storey masonry building with frame structure in the first storey .

目前加固浅层土并控制地层变形沉降的施工方法较多，但控制深层土变形沉降的技术方法较少，大深度的连续墙是较成熟并被证明非常有效的一种施工方法。

Currently quantity of the soil surface reinforcement methods is far more than that of the ones of controlling Deep Soil subsidence . And deepening diaphragm wall has been proved effectively in my paper .

根据某真空联合堆载预压法加固深厚层软土的试验成果，分析了地基沉降规律、控制软土地基路基工后沉降的效果，以及满足高速铁路路基工后沉降标准要求的预压时间。

Based on the in-situ test of subgrade over soft soil reinforced by vacuum combined with fill preloading , the soil settlement property , controlling effect of post-construction settlement and preloading time that satisfy the settlement standards are analysed .

介绍了于1992年设计、1994结构封顶后停建10年的一幢高层建筑的续建改造工程的计算和加固增层设计。

The rebuilding structure calculation and reinforced additional story design of a tall building is presented , which was designed in 1992 and finished in 1994 . The additional story shall be designed and constructed based on current code .

本文首先对路基高边坡预应力锚索技术作用机理与设计原理、及预应力锚索加固顺层路堑的作用机理与结构形式进行了研究，同时对现有预应力锚索的类型进行了分析。

In this paper , working mechanism and design principle of prestressed tendon for embankment upper bound slope prepress , and mechanism and structure of prestressed tendon for reinforcing road cutting are researched at the first place , meanwhile the types of prestressed tendon are analyzed .

FRP加固混凝土梁层间应力的弹塑性分析

Elastoplastic analysis of the interfacial stress of FRP retrofitted beam

房屋加固、增层改造的设计剖析

Analysis on the Design in Building Reinforcement and Add-Story Reconstruction

旧砖房加固、增层改造的几个问题

Problems Concerning Strengthening , the Additional Storeys and Renovation of Old Brick Buildings