浅谈CORS站观测墩高量测方法     

仇国军 《测绘与空间地理信息》2015,(10)

目前,利用多基站网络RTK技术建立的连续运行卫星定位服务综合系统(Continuous Operational Reference System,缩写为CORS)已成为各省GPS应用的发展重点。CORS系统是卫星定位技术、计算机网络技术、数字通讯技术等高新科技多方位、深度的产物。观测墩高度的测量精度将直接影响CORS站系统高程精度,本文结合LNCORS站观测墩高测量方法及在准备阶段研究成果,阐述CORS站观测墩高测量方法及精度分析。  相似文献   

新疆祁漫塔格维宝矿区西北部花岗闪长岩年代学、地球化学及其构造意义   总被引：3，自引：0，他引：3  

周建厚  丰成友  沈灯亮  李大新  王辉  张明玉  马圣钞 《地质学报》2015,89(3):473-486

维宝铜铅锌多金属矿床位于青海与新疆两省区交界处的若羌县境内,是近年来在新疆祁漫塔格地区新发现的具有大型远景规模的多金属矿床,本文对该矿床西北部含暗色包体花岗闪长岩开展了SIMS高精度锆石U-Pb定年和地球化学研究,结果表明该花岗闪长岩含有角闪石特征矿物,SiO2含量为60.74%~61.34%,K2O含量为3.01%~3.20%,A/CNK值为0.89~0.94,属于准铝质高钾钙碱性I型花岗岩;在球粒陨石标准化的稀土元素配分图上表现为右倾式,轻重稀土分馏明显,具有中等负Eu异常(δEu=0.56~0.59),微量元素以富集大离子亲石元素Rb、K和Th,明显亏损Ba、Ta、Nb、Ti等为特征。SIMS锆石U-Pb定年结果显示,花岗闪长岩结晶年龄为227.6±2.3 Ma(n=16,MSWD=0.02),形成于晚三叠世,是东昆仑祁漫塔格地区中—晚三叠世大规模中酸性岩浆侵入作用的产物。借助元素判别图解,结合矿床地质特征和区域构造演化特点,认为维宝矿区西北部花岗闪长岩形成的构造环境为后碰撞演化阶段,很可能是与深部壳幔混染有关的变火成岩部分熔融的产物。  相似文献   

中钢天津响螺湾工程后压浆钻孔灌注桩施工技术   总被引：1，自引：0，他引：1  

张淑娟  李洪厂 《探矿工程》2014,41(3):68-72,79

中钢天津响螺湾工程基础桩采用后压浆钻孔灌注桩,最大桩长达76 m,设计单桩承载力特征值达15000 kN。阐述该工程钻孔桩的施工工艺、施工中出现的问题和解决方法、孔口钢筋笼直螺纹对接技术、后压浆施工工艺。通过现场试验,全部桩为Ⅰ类桩,单桩承载力达到设计要求,极限承载力实测值最大为35000 kN,为工程桩的设计提供了可靠的技术参数。  相似文献   

Post‐Late Paleozoic Collisional Framework of Southern Great Altai   总被引：1，自引：0，他引：1  

Boris M. CHIKOV  Sergei V. ZINOVIEV  Еugene V. DEYEV 《《地质学报》英文版》2012,86(5):1093-1104

We outline the post-Late Paleozoic (latest Permian to Cenozoic) collisional framework of the southern Great Altai (Central Asia) produced by the convergence between the Tuva-Mongolia and Junggar continental terranes (microplates). The collisional structures in the region classified on the basis of their geometry and deformation style, dynamic metamorphism, and compositions of tectonites are of three main types: (1) mosaic terranes made up of large weakly deformed Paleozoic blocks separated by younger shear zones; (2) contractional deformation systems involving structures formed in post-Late Paleozoic time, parallel faults oriented along collisional deformation systems, and relict lenses of Paleozoic orogenic complexes; and (3) isolated zones of dynamic metamorphism composed mostly of collisional tectonites different in composition and alteration grade.  相似文献   

Geological interpretation of the Cootamundra gravity high,New South Wales     

M. D. Watts 《Australian Journal of Earth Sciences》2013,60(3):229-234

An intense Bouguer anomaly ‘high’ of about 30 milligals amplitude has been delineated to the east of Cootamundra, New South Wales. It is correlated with a north‐trending belt of basic metamorphic rocks of probable Upper Silurian age. The subsurface shape of the belt is deduced by qualitative and quantitative analytical techniques applied to the gravity data; it is inferred that the boundary on the western side is near‐vertical, while that on the eastern side is believed to have been overthrust by the Middle Devonian Young Granite. It appears also that there are no horizontal density variations below a depth of 6–7 km, implying that the base of the Young Granite lies at about this depth.  相似文献   

厦门市地震应急现场指挥所方案     

卓群 《国际地震动态》2012,(9):10-14

介绍了厦门市地震应急现场指挥所在现场通讯网络、现场灾情采集与传输系统、现场办公指挥系统、现场指挥软件和现场后勤保障系统5个方面的建设情况,并对其中存在的问题进行讨论。  相似文献   

黑龙江塔溪地区晚古生代后造山花岗岩特征及其地质意义     

杨文鹏  赵超  尹国良  张生旭  孙江军 《现代地质》2016,30(6):1244-1253

摘要：位于兴蒙造山带东端的黑龙江塔溪地区花岗岩主要岩石类型为二长花岗岩和正长花岗岩,锆石U Pb( LA ICP MS)同位素测年结果为295～285 Ma,表明形成于晚古生代。岩石地球化学以弱过铝质、中—高钾为特征,总体表现为：高钾钙碱性系列,轻稀土元素富集,重稀土元素相对亏损,弱—中等δEu负异常,大离子亲石元素(LILE)Rb、La富集,Ba、Sr亏损,高场强元素(HFSE)Ce、Zr、Hf、Th富集,Nb、Ta亏损。推测花岗质岩浆曾发生壳幔混染作用,有更多壳源物质参与,显示后造山I型花岗岩特征。认为花岗岩形成于挤压向伸展转换的后造山环境,为兴安地块与松嫩地块碰撞拼合的后造山阶段产物。  相似文献   

Research on controlling long-term performance by tensioning post tendon of long-span continuous rigid-frame bridges     

HE Mingxuan  ZHENG Yifeng  ZHAO Qun 《东北亚地学研究》2013,(4):213-216

The problems like cracking of the girder in the mid-span and the ever-increasing vertical deflection appear during the long term usage of the long-span continuous rigid-flame bridge. Post-tension tendon with re- served duct can increase the pre-stress of the main beam effectively, and decrease the long term span deflection in order to improve the performance of the girder. At the same time, the proper tension position is very crucial to optimise the stress distribution of the bridge and control the deflection increase. Combining with practical en- gineering, the authors analyze the influence of different positions of post-tension tendon （ including top-, web- and bottom plate tendons） on the stress and deflection of the main beam, and find out the optimal position of post tendon.  相似文献   

Self‐centering steel connections with steel bars and a discontinuous composite slab     

Chung‐Che Chou  Keh‐Chyuan Tsai  Wen‐Chia Yang 《地震工程与结构动力学》2009,38(4):403-422

Six cyclic tests were conducted on three full‐scale subassemblies to investigate the behavior of interior beam‐to‐column post‐tensioned (PT) connections. Strands were placed along each side of the steel beam web, passing through the steel column to provide precompression between the beams and a column. Top and bottom energy‐dissipating (ED) bars, passing through the column and welded to the beam, were used to increase the moment capacity and ED capacity of the connection. One of the subassemblies also had a composite concrete slab with discontinuity at the column centerline to eliminate restraint from the metal deck, reinforcement, and welded wire mesh. The objectives of this paper were to investigate the following: the durability of the connection by loading each specimen twice, the ED capacity of the ED bar, and the effects that the type of ED bar and type of composite slab have on the self‐centering behavior of the connection. The experimental results showed that: (1) the connection could sustain severe inelastic cyclic loading at least twice without strength degradation, (2) the ED capacity of the bar was much larger than that dissipated by a single AISC loading protocol, and (3) a specimen with a discontinuous composite slab, which opened freely at the centerline of the column, ensured the same self‐centering hysteretic behavior as the bare steel specimen. However, the decompression moment of the PT connection decreased significantly at each interstory drift, resulting in an early opening of a gap at the beam–column interface. Copyright © 2008 John Wiley & Sons, Ltd.  相似文献   

Numerical models and ductile ultimate deformation response of post‐tensioned self‐centering moment connections     

Hyung‐Joon Kim  Constantin Christopoulos 《地震工程与结构动力学》2009,38(1):1-21

New steel moment‐resisting connections that incorporate post‐tensioning elements to provide a self‐centering capacity and devices to dissipate seismic input energy have recently been proposed and experimentally validated. Experimental studies have confirmed that these connections are capable of undergoing large lateral deformations with negligible residual drifts. To facilitate their implementation, accurate modeling of the behavior of systems incorporating post‐tensioned connections must be readily available to designers and researchers. A number of simplified models have been suggested in the literature by researchers trying to capture experimental results at the beam–column connections and thereby to predict the global response of structures incorporating such connections. To provide a clear set of guidelines for the modeling of post‐tensioned steel frames, for practicing engineers as well as researchers, in this paper three types of numerical models of increasing complexity are presented: (i) a sectional analysis procedure, (ii) a lumped plasticity spring frame leveled approach and (iii) a non‐linear solid finite element analysis to predict the response at ultimate deformation levels. The analytical results obtained from the numerical models predict well the structural behavior of these connections when compared with available experimental data. Even at the ultimate deformation level, analytical results are in good agreement with test results. Furthermore, detailing requirements are proposed to assure that flexural hinges form in the beams in order to improve the cyclic response of steel self‐centering connections when drifts exceeding the design drifts are imposed to the system. Experimental and analytical studies demonstrate that steel post‐tensioned self‐centering connections incorporating the proposed detailing in the beams develop an increased deformation capacity and thereby exhibit a ductile response while avoiding a sudden loss of their strength and stiffness. Copyright © 2008 John Wiley & Sons, Ltd.  相似文献