进口爆破孔钻机配套钻塔的研制

进口DMH90型爆破孔钻机配套钻塔整体性强,起落塔快捷方便,钻塔高度满足不换杆一次成孔,即钻塔有效高度略大于钻孔深度,承受振动冲击力大,施工工作环境恶劣。基于这些特点和难点,爆破塔长期依赖进口,导致成本增高、周期加长,为此进行了进口DMH90型爆破孔钻机配套钻塔的替代进口研究工作。本文介绍了DMH90型爆破孔钻机配套ZT27-45型爆破孔钻塔的研制过程,主要对ZT27-45型爆破孔钻塔的设计要点、结构型式、塔体选材、焊接工艺、防止变形、消除应力、质量检验等方面进行了探索、试验和总结。生产施工实践表明,ZT27-45型钻塔制造质量达到了设计要求,满足爆破孔施工的需要,实现了替代进口,达到了降低成本、缩短工期和提高机械性能的目的。     

开展国际海道测量师培训有关问题的探讨

就我国开展国际海道测量培训问题，阐述了其必要性，迫切性与可通用性，并探讨了开展国际海道测量师培训的具体实施方法。     

Seismic diagnosis of railway substructures by using secondary acoustic emission

One difficult task for the seismic diagnosis of existing structures is how to nondestructively evaluate the damage degree of invisible substructures, such as embedded foundations. To diagnose substructures efficiently, a method for nondestructive inspection is developed by applying acoustic emission (AE) technique. As a newly proposed method, characteristics of secondary AE induced by train operations were investigated, and experiments using model piles and in-situ AE monitoring of in-service railway bridges conducted under railroad traffic, from which it was demonstrated that the proposed method is practicable enough to detect invisible defects in structures. A new index, known as RTRI (ratio of Repeated Train load at the onset of AE activity to Relative maximum load for Inspection period) is proposed for structural damage qualification based on the results of in-situ AE monitoring.     

注册测绘师制度实施有关问题研究

注册测绘师制度的实施有利于规范测绘行为,保证测绘成果质量,意义重大。本文针对注册测绘师制度推进过程中遇到的现实问题进行了调查研究。通过问卷和实地访谈,对注册测绘师签字文件种类,测绘资质单位需配备注册测绘师数量,注册测绘师事务所可行性,注册测绘师制度与现行管理项目关系,注册测绘师考试等相关问题进行了研究和思考,并提出了相关的对策建议,供有关方面在推进注册测绘师制度实施时参考。     

加强钻探工程管理工作的措施和建议

从质量管理、效率管理、技术管理、环境保护、资质管理等几个方面提出了加强钻探工程管理工作的若干措施和建议,以期提高地质岩心钻探的质量和效率,实现经济效益最大化和勘查成果的准确性。     

Principles of geomechanical safety assessment for radioactive waste disposal in salt structures

Today, a large amount of knowledge is available concerning various sites of potential high active waste (HAW) repositories in salt media. Domal Zechstein salt formations have been examined at several sites in Germany. Extensive R&D work was initiated in the former Asse Salt Mine in order to explore the suitability of salt for waste isolation by laboratory tests, theoretical studies and in-situ tests with test results forming a technological base for future repository development.

Resulting from the inhomogeneity of salt structures the demanded safety of a permanent repository for radioactive wastes can be demonstrated only by a specific site analysis in which the entire system, “the geological situation, the repository, and the form and amount of the wastes” and their interrelationships are taken into consideration.

The site analysis has three essential tasks: (1) Assessment of the thermomechanical load capacity of the host rock, so that deposition strategies can be determined for the site; (2) Determination of the safe dimensions of the mine (e.g. stability of the caverns and safety of the operations); and (3) Evaluation of the barriers and the long-term safety analysis for the authorization procedure.

The geotechnical stability analysis is a critical part of the safety assessment. Engineering–geological study of the site, laboratory and in situ-experiments, geomechanical modelling, and numerical static calculations comprise such an analysis.

Within a scenario analysis — according to the multi-barrier principle, the geological setting is checked to be able to contribute significantly to the waste isolation over long periods. The assessment of the integrity of the geological barrier can only be performed by making calculations with geomechanical and hydrogeological models. The proper idealization of the host rock in a computational model is the basis of a realistic calculation of stress distribution and excavation damage effects. The determination of water permeability along discontinuities is necessary in order to evaluate the barrier efficiency of each host rock.

In this paper some important processes for the performance assessment are described, namely creep and fracturing, permeability and infiltration, and halokinesis and subrosion.

For the future, the role and contributions of geoscientific and rock mechanics work within the safety assessment issues (e.g. geomechanical safety indicators) must be identified in greater detail, e.g. considerations of geomechanical natural analogy for calibration of constitutive laws.     

Loading protocols for experimental seismic qualification of members in conventional and emerging steel frames

Quasi-static testing is one of the most commonly used experimental methods for examining the seismic performance of structural members. However, consistent loading protocols for experimental seismic qualification of members in emerging steel frames such as self-centering braced frames (SCBFs) as well as in some conventional ones including buckling-restrained braced frames (BRBFs) are still lacking. This paper aims to propose standardized loading protocols based on time-history dynamic analysis on a series of prototype building frames, including steel SCBFs, BRBFs, and moment-resisting frames (MRFs), where both far-field and near-fault earthquakes are considered. The methodology for the development of the loading protocols involves ground motion selection and scaling, design and analysis of prototype buildings, analysis results processing, and rainflow cycle counting, together with extra justification steps. The proposed loading protocols are consistently derived based on the MCE-level seismic hazard and 84^th percentile values of key seismic demand parameters. These parameters are number of damaging cycles N_t, maximum inter-story drift θ_max, inter-story drift range Δθ_i, sum of inter-story drift range ΣΔθ_i, and residual inter-story drift θ_r. The analysis confirms the variations in these seismic demands imposed on the different structural systems under different types of ground motions, highlighting the necessity of developing separate loading protocols for the different cases. The assumptions, decisions, and judgments made during the development of the loading protocols are elaborated, and the conditions and restrictions are outlined. The rationality of the proposed loading protocols is further justified through demonstrating the cumulative distribution function and energy dissipation demand of the systems.     

法律化·社会化·程序化:人民监督员制度发展前瞻

法治是合法性和合理性的有机统一。作为一项推进依法治国的措施,人民监督员制度只有通过制度的法律化获得存在的合法性,通过组织的社会化获得运行的合理性,通过机制的程序化实现法律化与社会化的现实统一,才能充分符合法治精神,具备监督资格和能力,进而发挥监督实效。     

地理信息产业分布研究

地理信息作为一种新的信息维度对国民经济和社会发展各行各业均起到重要作用,地理信息产业的核心是地理信息企业,本文以省级行政区为单位,通过研究地理信息产业的甲级企业数量、业务数量与业务分布研究地理信息产业的分布,揭示产业分布现状与发展特点.研究结果表明,地理信息产业分布不均,中国大陆共796家甲级单位,北京市甲级单位占总数的13％,直辖市以互联网地图服务业务为主,省(自治区)以工程测量业务为主.     

构建我国注册测绘师制度法规体系的探讨

注册测绘师制度于2007年1月在我国开展以来,已顺利推行了6年多的时间。全国现有7000余人通过考核认定和注册测绘师资格考试,获得《中华人民共和国注册测绘师资格证书》。可以预见,在今后几年的时间里,将有越来越多的人取得注册测绘师资格。注册测绘师制度在我国刚刚起步,在推进注册测绘师制度、确立注册测绘师的法律地位等方面,尚需构建和完善相应的法规框架体系。