桩基自平衡检测论文

桩基础 has the widespread application domain, is the high-rise construction, the large-scale bridge, the deep water wharf as well as the marine petroleum platform and so on use main foundation form. In recent years, 桩基 the project quality question influence construction structure normal use and the safe instance were very many. The pile construction has the high hiding as well as the pile construction quality has very many not definite factor, looked from 基桩 the quality examination angle, the improvement examination method and the method, improve the examination work quality and the examination evaluates the result the reliability, to guarantees 基桩 the project quality and safely has the vital significance, also is 桩基 one of domain research hot low strain reflection method main function examines the pile body structure integrity, like the pile body flaw position judgement, 施工桩 long proofreading and the concrete intensity rank qualitative estimate and so on, the use obtains the reflected wave curve signal accurately to delimit breaks the pile body quality, removes the project hidden danger, to 基桩 the quality carries on the appraisal. This article has conducted the research to the Kelvin non-linearity elastic material 料桩 body integrity examination low strain reflected wave new method. Establishes the Kelvin non- line elastic material 料桩 question the unidimensional undulation new model; Produced has controlled the body the dynamic equation, the use unidimensional non-linear elasticity this construction relations infers the pile axial force and the axial strain relations, proposed the unidimensional non-linear elastic undulation question new algorithm; Uses the FORTRAN language coding, the value simulation 基桩 桩顶 speed (or displacement, acceleration) responds the time interval curve profile; Finally 基桩 builds each kind of profile storehouse to the complete existence question, will use in 基桩 the complete examination service for later. As well as low strain reflection method; The pile body integrity examines 2 words

A foundation has the extensively applied realm, is key figures building, large bridge, deep wharf of water and sea the petroleum terrace main foundation form that etc. recent years, a engineering quantity problem influence building structure of the case of the normal usage and safety is a lot construction of the stake have the concealment of the height and the construction quantity of the stakes contain a lot of indeterminations factor, seeing from the angle of a quantity of examination, the method and meanses of the improvement examination, the credibility that the exaltation examination work quantity and examinations assess the result, have the important meaning towards the quantity and safeties that insure an engineering of , is also a research heat of realm to order it a. The low contingency reflect a function with main method is to examine a body structure integrity, if a body blemish position judgment, construction the stake grows to check to settle sex to estimate the etc. with the concrete strength grade, making use of to measure glint a curve signal rows to break a body quantity accurately, expeling the engineering to suffer from, carrying on the evaluation to the quantity of the stake of . This text to the Kelvin not the glint a new method of low contingency of the flexible material a body of line complete sex examination carried on the research. Build up the new model of the Kelvin non- line flexible material an a of the problem motion;Give square distance of the control dynamics of the body, make use of a 维 not the line flexibility originally 构 the relation deduce a stalk toward dint and stalks toward emergency relation, putting forward a not the line flexibility undulates new calculate way of problem;Adopt the FORTRAN language establishment procedure, the number imitates a speed( or move, acceleration) to respond to a form of the timing curve;Exist an establishment of of problem to rise various form database to the integrity finally, is hereafter used for a complete sex examination service. And low contingency glint a method;A body integrity examines 2 phrases

自平衡法或者自反力法不再需要外部的加载反力，因而可以在面临某些试验环境很困难的桩基（难桩）时，完成传统加载方法不能完成或者很难完成的试验。这里，难桩指的是超大吨位桩基，边坡、水上、深开挖等环境下的桩基，以及其他一些不具备堆载和锚桩条件的桩基。自反力法的这一优势，使得原来不可能完成的桩基试验变成可能，对建筑设计、施工的质量保证作出不可替代的贡献，体现出其巨大的技术价值和社会价值。 自平衡法或者自反力法测桩技术传入国内之前，以及初始应用几年，关键的加载设备-荷载箱的研发处于滞后状态，国内外普遍采用的荷载箱以普通千斤顶加装上、下底板拼装而成。近几年，国内研制成功和迅速推广普及的专业荷载箱，在提高桩基安全性、试验成功率、试验安全性、试验准确性的同时，降低了检测项目成本，对自反力（自平衡）测桩法的发展和完善提供了强有力的支持。顾名思义荷载箱是自平衡法检测的产物，通过预先在荷载箱内灌注混凝土，当混凝土的强度达到一定的要求时，将荷载箱和焊接好的钢筋笼一起埋入桩内，在地面平台通过加压泵对桩内的荷载箱进行加压加载，荷载箱本身的打开面打开后通过位移丝的走位数据以及各土层的检测数据进一步来测定桩的承载力。 自平衡测桩法，只是一类试验加载方法的总称，并不是一种固定不变的标准的试验过程。实施过程中，有许多具体问题需要技术人员在规范的框架下合理解决。目前国内已经完成了近千个不同类型桩基静载项目的实践，项目类型涉及抗拔桩、抗压桩、摩阻桩、端承桩、定性检测和定量检测等，试验吨位最大到万吨，积累了足够丰富的试验经验。试验方法和相关技巧方面，包括加载位置设计、位移测量结构、后补浆技术、断桩处理等方面的技术实施细节也已经逐渐成熟和完善。可以说，目前已经可以用自反力测桩法完成几乎任何类型桩基的静载试验。

A foundation has the extensively applied realm, is key figures building, large bridge, deep wharf of water and sea the petroleum terrace main foundation form that etc. recent years, a 基 engineering quantity problem influence building structure of the case of the normal usage and safety is a lot construction of the stake have the concealment of the height and the construction quantity of the stakes contain a lot of indeterminations factor, seeing from the angle of a quantity of 基 examination, the method and meanses of the improvement examination, the credibility that the exaltation examination work quantity and examinations assess the result, have the important meaning towards the quantity and safeties that insure an engineering of 基s, is also a research heat of 基 realm to order it a. The low contingency reflect a function with main method is to examine a body structure integrity, if a body blemish position judgment, construction the stake grows to check to settle sex to estimate the etc. with the concrete strength grade, making use of to measure glint a curve signal rows to break a body quantity accurately, expeling the engineering 隐 to suffer from, carrying on the evaluation to the quantity of the stake of 基 . This text to the Kelvin not the glint a new method of low contingency of the flexible material a body of line complete sex examination carried on the research. Build up the new model of the Kelvin non- line flexible material an a 维 of the problem motion;Give square distance of the control dynamics of the body, make use of a 维 not the line flexibility originally 构 the relation deduce a stalk toward dint and stalks toward emergency relation, putting forward a 维 not the line flexibility undulates new calculate way of problem;Adopt the FORTRAN language establishment procedure, the number imitates a speed( or move, acceleration) to respond to a form of the timing curve;Exist an establishment of 基 of problem to rise various form database to the integrity finally, is hereafter used for a complete sex examination service. And low contingency glint a method;A body integrity examines 2 phrases