大型動力離心機(jī)設(shè)計(jì)理論與關(guān)鍵技術(shù)研究
[Abstract]:According to the equipment vibration table or not, the geotechnical centrifuge can be divided into two categories: static test centrifuge and dynamic test centrifuge (also known as centrifuge vibration table). The latter is referred to as the power centrifuge. Dynamic Centrifuge is the most advanced and most effective scientific test platform for geotechnical engineering and soil dynamics at present, and China only has a number of small and medium-sized dynamic centrifuge equipment with auxiliary construction, and the main technical index and international have a great gap. The domestic large-scale dynamic centrifuge is blank, which is not commensurate with the vast territory of China, the complex engineering geological conditions, the economic construction of high-speed development and the severe earthquake situation. The large-scale dynamic centrifuge system is very complex and large, involving more technology and less successful experience, and the construction process has the characteristics of many problems, great difficulty, long duration, high cost and the like. There are only two large-scale power centrifuges in the world, and it has been continuously improved since the construction, in which the construction period of the UC Davis large-scale power centrifuge is up to 16 years. The development technology and test technology of the international current dynamic centrifuge are not mature and are still in the primary stage of development, and the understanding of the large-scale dynamic centrifuge in China is limited to the understanding of the index and function, the lack of the key technology of the system and the research of the design theory. In this paper, based on the urgent need of large-scale dynamic centrifuge in China, the research on the design theory and key technology of the large-scale dynamic centrifuge is carried out by the DCIEM-40-300 large-scale dynamic centrifuge of the Institute of Engineering Mechanics, and the key technology and design difficulty are determined. The key problems and key problems are analyzed, and the key problems are analyzed, modeled, derived, calculated and verified. A. The main work and results of the completion, such as The development of the dynamic centrifuge and the geotechnical centrifuge at home and abroad is summarized in detail. The difference of the performance evaluation index and the scale division standard are put forward, and the current research and development technology and test technology of the dynamic centrifuge are described. The main direction and trend of the development of domestic dynamic centrifuge are pointed out, and the design index of DCIEM-40-300 large-scale dynamic centrifuge of the Institute of Engineering and Mechanics of China Seismological Bureau is put forward, and its overall scale and work are set out. Features. 2. closely follow the latest development of relevant international technology, and analyze the construction experience, structure and design method of only two large-scale dynamic centrifuge equipment of UC Davis and PWRI in the world, and analyze the parts of large-scale power centrifuge system The internal influence and restriction of the mechanical structure, the movement restriction and the functional condition of the four subsystems are determined, the key technology, the design focus and the difficulty of the four subsystems are determined, and it is pointed out that the centrifugal vibration table is the whole system Based on the research and development of large-scale dynamic centrifuge, the new problems and main difficulties in the design of the centrifugal vibration table under high vibration capacity and high vibration load are studied. Based on the latest technology of the international, a new method and basic theory of the general design of the whole and main parts of the large-scale centrifugal vibration table are put forward, and the design idea and the basic method are put forward based on the design index of the DCIEM-40-300 large-scale dynamic centrifuge, and the structure and parameters of the main components are given. The load characteristic and safety check are calculated and the equivalent hanging basket mass is established and solved. Calculation model and formula. 4. Based on the general design method of large-scale centrifugal vibration table, three kinds of centrifugal vibration table dynamic analysis model and transfer function are established and solved, and the basic dynamic characteristics of the hydraulic mechanism of the centrifugal vibrating table under three different design conditions are given. 00. The influence of the main parameters of the gondola on the dynamic performance of the centrifugal vibration table was analyzed by using the calculated transfer function. The improved centrifugal vibration table was put forward. The design method of dynamic performance is established. 5. The simulation model of the centrifugal vibration table and the servo control of the gondola is established, and the design method of the three-parameter feedback and/ or input servo control of the centrifugal vibration table is studied, and the best parameter solving standard is put forward. Under the function of dynamic centrifugal test, the existing servo control theory expands the maximum capacity of the hydraulic system and improves the stability, and discusses the electro-hydraulic servo of the large-scale centrifugal vibration table. The optimization method of the control system design. 6. The environmental conditions, functional requirements and sensor design problems of the test data acquisition system are studied. A multi-signal type, unequal number line system and a multi-channel multiplex type large-scale power separation system are proposed. The design method of the data acquisition system of the heart test is studied, the design requirements of the test model box under the ideal conditions are studied, and a set of new methods and basic theories for the design of a flexible shear model box are put forward. The test image acquisition system is put forward. The basic design requirements and the overall design method. 7. The overall structure layout method of the equipment and the key problems of the civil engineering design are studied, the basic load condition and the method of the equipment are analyzed, the basic vibration analysis model and the calculation method of the large-scale dynamic centrifuge are established, and the basic design of the DCEM-40-300 is put forward. The calculation model of wind resistance power is established, its analytical formula is derived, and the simplified calculation method for engineering application is put forward.
【學(xué)位授予單位】:中國地震局工程力學(xué)研究所
【學(xué)位級別】:博士
【學(xué)位授予年份】:2013
【分類號】:TU415
【參考文獻(xiàn)】
相關(guān)期刊論文 前10條
1 林明,王新倫,馮曉軍,趙玉虎,馮英偉;60-gt土工離心機(jī)電氣系統(tǒng)設(shè)計(jì)[J];兵工自動化;2004年01期
2 劉晶波;劉祥慶;王宗綱;;離心機(jī)振動臺試驗(yàn)疊環(huán)式模型箱邊界效應(yīng)[J];北京工業(yè)大學(xué)學(xué)報(bào);2008年09期
3 侯瑜京;LXJ-4-450 土工離心機(jī)在巖土工程中的應(yīng)用[J];北京水利;1998年05期
4 王永志;袁曉銘;孫銳;;CSIEM-40-300大型振動離心機(jī)的設(shè)想與關(guān)鍵技術(shù)[J];長江科學(xué)院院報(bào);2012年04期
5 包承綱,饒錫保;土工離心模型的試驗(yàn)原理[J];長江科學(xué)院院報(bào);1998年02期
6 吳建平;顧堯章;余祖國;;砂雨法成型中影響試樣密度的因素[J];大壩觀測與土工測試;1990年03期
7 謝欣;;大型土工離心機(jī)數(shù)據(jù)采集與監(jiān)測系統(tǒng)研制[J];大壩觀測與土工測試;1992年04期
8 白冰,周健;土工離心模型試驗(yàn)技術(shù)的一些進(jìn)展[J];大壩觀測與土工測試;2001年01期
9 蘇棟;李相菘;;砂土自由場地震響應(yīng)的離心機(jī)試驗(yàn)研究[J];地震工程與工程振動;2006年02期
10 郭迅;;地震工程試驗(yàn)聯(lián)網(wǎng)最新進(jìn)展[J];地震工程與工程振動;2006年04期
相關(guān)博士學(xué)位論文 前1條
1 關(guān)廣豐;液壓驅(qū)動六自由度振動試驗(yàn)系統(tǒng)控制策略研究[D];哈爾濱工業(yè)大學(xué);2007年
相關(guān)碩士學(xué)位論文 前2條
1 馬軍輝;吊籃剛度對離心機(jī)振動臺控制特性的影響[D];哈爾濱工業(yè)大學(xué);2011年
2 王永志;振動離心機(jī)系統(tǒng)工作原理與初步設(shè)計(jì)[D];中國地震局工程力學(xué)研究所;2010年
,本文編號:2380441
本文鏈接:http://sikaile.net/kejilunwen/sgjslw/2380441.html