Weld Joint Efficiency of the Kazakhstani Constructional Steel

In the Republic of Kazakhstan, the regulatory framework in construction based on Eurocodes has been in force since 2015. However, Kazakhstani produced steel has not been studied for compliance with the requirements of Eurocode 1993. This has resulted in limited use of Kazakhstani structural steel in construction. The feasibility of using structural steel in welded joints has been experimentally investigated. To verify the application of such joints in construction, including earthquake engineering, experimental studies of welded joints made of structural steel produced by Arcelor-Mittal in Temirtau have been carried out. In total, 7 types of structural steel of various thicknesses were selected. Five specimens have been used in each series of tests. The Brinell hardness values of the weld joint, yield strength of steel and tensile strength, relative rupture strain were determined. It was found that for all types of structural steel, the quality of weld joints complied with the requirements of Eurocode 1993—a sample rupture appeared along the plates (main body of the metal), not along the weld joints. It has been established that structural steel produced in the Republic of Kazakhstan fully complies with the requirements of Eurocode 1993. The studies on the dependence of Brinell hardness values of weld joint steel on the yield strength, tensile strength and relative rupture strain have been carried out. The correlation dependences between the values of yield strength of steel and tensile strength, relative rupture strain and BH Brinell hardness were studied. The results of work will allow for significantly increasing the use of Kazakhstani structural steel in seismic and conventional areas of the Republic of Kazakhstan.

Geometrical characteristic investigation of the Baihetan irregular columnar jointed basalt and corresponding numerical reconstruction method

Columnar jointed rock mass with unique geometric and geological properties is one spectacular example of geometrical order in nature.Columnar joints are generally accepted to be formed by spatially uniform volume contraction during cooling.In this paper,substantial field work was performed to study the geological characteristics of irregular columnar jointed basalt on the left bank dam foundation in the Baihetan Hydropower Station,where the columnar jointed rock mass is extensively exposed due to excavation.The quantitative measurements of the sizing of polygonal crack pattern of columnar joints and assessment of their degree of irregularity were summarized.Considering the irregularity of polygonal crack pattern,a modified Voronoi polygon(MVP)method was developed to model the special polygonal crack pattern of columnar joints.The new polygonal pattern obtained by the MVP method consists of a large number of irregular polygons,of which the degree of irregularity is consistent with the field measurement results.This method can reproduce the rapid evolution from an initial ideal regular hexagonal pattern to a final actual irregular polygonal pattern as the degree of irregularity increases.The compression tests of columnar jointed rock mass with different irregularity show that the geometric irregularity has a great influence on its mechanical properties.This numerical construction method provides a reliable way to reconstruct columnar joint structure with specific polygonal crack pattern,which is consistent with onsite columnar jointed basalt.

New Adhesive Material for Construction Joint of Tunnel Lining

The new adhesive material for the construction joints of tunnel lining(named as SZC) was studied based on the structural characteristics of interfaces and the characteristic of bonding construction, and the performance indexes were verified by tests. The experimental results show that the adhesive capability of interface is improved effectively by using SZC material, the properties, such as anti-freezing, erosion-resistance and anti-shrinkage are improved greatly as well as durability.

Cyclic Shear Tests on Key Connection Joints of Modularized Constructions

Modularized construction is a new type of prefabricated building system with green environmental protection and excellent performance. There are few studies on the seismic performance of its key connection joint. This paper presents a new type of assembled connection joint for the high-rise modularized construction. Cyclic shear tests of full-scale joints were carried out, and the key indexes of their seismic performances including the hysteretic performance, ductility, and energy dissipation capacity were analyzed and obtained. The results show that the hysteresis loops of longitudinal and lateral cyclic shear tests were both plump in shapes. The ductility coefficients were 4.54 and 4.98, and the energy dissipation coefficients were 1.83 and 1.43, respectively. The test joint had good ductility and energy dissipation capacity. The positions of yield failure of specimens were mainly concentrated in the connection areas between the column and short beam or end-plate. The research can provide the technical reference for the seismic design and engineering application of related modularized constructions.

All-out Startup of Construction of Sino-Kuwait Integrated Refining/Petrochemical Joint Venture Project

On December 20,2016 the construction of the SinoKuwait Guangdong integrated refining/chemical join venture project,which is the largest Sinopec’s projec under construction and also the key construction project of Guangdong province,had been kicked off comprehensively.This project is located in the new district of the East Sea Island inside the Zhanjiang Economic Development

深化职业教育产教融合的关键是实现跨界组织实体化运作

深化产教融合是职业教育实现高质量发展的核心举措。改革开放以来,我国职业教育产教融合在政策牵引和实践演绎的相互作用下,展现了由松散到紧密、由浅层次到深层次的演变历程。但长期以来,产教“融而不合”、校企“跨而不实”的现实困境始终难以破题。伴随市域产教联合体、行业产教融合共同体等新型产教跨界组织的产生与发展,以制度突破为基本前提,推进跨界组织的实体化运作成为深化职业教育产教融合的关键。而实现这一点,需要跨界组织具有符合实际的组织结构、发挥实效的主导权力、约束有力的职责分工、稳定的利益共享机制、有效的激励保障政策,也需要多方主体协同有效的共建共治。

以“支部联建”为载体创建附属医院职能部门服务型党支部实证研究

党建与业务工作相融合,是推动新时代公立医院高质量发展坚强的政治保障。文章聚焦医院高质量发展目标导向和问题导向,以创建“职能部门服务型”党支部为目标,通过“支部共建”活动载体探索活动联办、业务联动、队伍联育,将职能部门党支部的组织生活与临床业务工作有机结合,增强职能部门主动作为、靠前服务的意识,不断探索建立与临床医技科室党支部“联建共建”的路径和方法,发挥党员的先锋模范作用和党支部的战斗堡垒作用。

创建行动导向下美丽乡村联创联建的规划设计方法探索

伴随着浙江省乡村发展愿景从“千万工程”到“美丽乡村”再到共同富裕的纵深推进,以单个行政村为单元的美丽乡村创建模式已经难以适应新的发展诉求。基于自然资源禀赋或基础设施地理空间连续性的美丽乡村联创联建工作,是破解各行政村独立发展的多重瓶颈的创新性尝试。针对具有明确的目标、资金、时间约束的美丽乡村创建行动,基于“产业-空间协同发展”的总体思路,试图探讨一种面向美丽乡村联创联建的规划设计方法,即“二阶三心法”。这一方法从乡村地区的存量资源切入,旨在系统性、创造性地回应创建行动目标,开展面向产业-空间复合型目标的空间规划干预:一是基于“土地矛盾最小化原则”进行空间节点设计,二是基于“空间投入-融合效益最大化原则”形成特色主线,三是基于“优先塑造-示范带动原则”打造示范样板。进一步的,结合湖州市道场乡菰城片区规划设计工作,探讨了该方法在产业策划和空间设计层面落地应用的关键问题和解决策略,为中国先发地区美丽乡村联创联建的规划设计工作提供经验借鉴。

基于高校党建引领的产学研协同育人创新模式

根据产学研协同育人目标任务,从高校党建引领的角度,探索实践校政企“智联建”的产学研协同育人创新模式。本文深刻把握校政企“智联建”的研究背景,从高校学科发展任务需求出发,发挥高校党建引领作用,结合燕山大学机械工程学院校政企“智联建”的具体实践,提供高校党建工作与产学研协同育人的融合模式与方法,并对未来工作提出思考。

深港共建区域知识产权贸易中心的挑战和应对策略

为了发挥香港地区在粤港澳大湾区高质量发展中的知识产权贸易中心地位,中共中央、国务院印发《粤港澳大湾区发展规划纲要》,特别提出支持香港地区成为区域知识产权贸易中心。目前,香港地区建设区域知识产权贸易中心面临着建设目标和路径不明晰、有效支撑不足、统计体系不完善、政策不明确等挑战,亟需将深港共建区域知识产权贸易中心明确为国家级战略,完善知识产权贸易统计体系,出台支持政策,营造良好生态,合力提升国际影响力。

地下连续墙新型刚性接头设计与研究

城市建设的快速发展促使对地下空间的需求日益增加,地下连续墙作为深大基坑的支护或结构外墙的应用也越来越多。针对“两墙合一”的地下连续墙,提出了一种新型刚性接头、防绕流接头板及施工工艺,能有效预防混凝土绕流问题,进而提高地下连续墙的整体刚度、强度以及接头的止水能力。通过数值模拟计算了刚性接头的承载力与延性,并与普通工字钢接头进行了对比。结果表明,采用新型刚性接头的地下连续墙,具有较好的刚度和受力性能,施工可行性高,具有较好的应用和推广前景。总结的经验可供今后类似工程借鉴。

煤化工装置法兰接头密封泄漏评估管理系统研发

煤化工装置中螺栓法兰接头的泄漏问题一直是安全和环保管理的关键挑战。为解决此问题,文中设计并开发了涵盖了数据收集管理、密封泄露检测及修复、LEC泄漏风险评估及统计分析等功能的评估管理系统。通过该系统,可以实时监测密封泄漏、进行数据分析评估,并采用LEC评价法进行风险评估。系统业务模块面向不同管理层级的需求,有助于提高煤化工装置法兰接头密封泄漏评估管理的科学性和效率。系统致力于提高装置的密封性能、降低泄漏风险、合理配置检维修资源,从而实现装置的长周期运行。

美欧印全球基建计划对一带一路的影响及应对

在“一带一路”建设深入推进和效应显现之际,美欧印等主要经济体连续发布全球性基础设施投资建设计划,标志着美西方对“一带一路”倡议的战略围堵进入新阶段,使共建“一带一路”面临更多外部风险及现实挑战。要深刻认识共建“一带一路”的独特战略价值,继续坚定不移推动共建“一带一路”高质量发展;分类施策,突破美欧印全球基建计划对我的“合围”;巩固共建“一带一路”建设十年形成的基本盘;多维度推动数字丝绸之路、绿色丝绸之路、健康丝绸之路建设;加快“一带一路”规则标准体系建设;全面加强“一带一路”话语体系建设,推进共建“一带一路”更加行稳致远。

多功能一趟管联作高效修井技术研究与应用

为缩短作业占时,提高修井效率,控减劳务费用,实现降本增效,提出“一趟管修井”优化设计方法,研发“不动管联作”系列技术,建立“多工序集成”作业提速新模式。通过优化整合一趟管联作管柱设计,创新研发多功能组合工具串,形成了射孔下泵联作、冲洗下泵联作、压裂下泵联作、丢手下泵联作、修井一趟管联作等五大类共十项联作技术。实现了只利用一趟管柱即可完成传统技术上需要起下三趟管柱作业工序的工作量,在达到同样作业目的前提下,还解决了带压起下管过程井口冒喷污染、井控风险高等技术问题。联作技术已在江汉油区累计推广152井次,累计减少起下换管74.4×10^(4) m,单井平均缩短作业占时26 h,降低修井费用￥3.5万元,提高修井效率约30%。

快递进村倡议下“邮快合作”主体博弈关系研究

快递进村具有成本高和效率低的困难,邮政与民营快递企业在共建配送中心、开展共同配送业务等方面进行合作,是解决这一问题的重要手段。因此围绕共建共配的邮快合作模式,分析了邮政快递企业和民营快递企业之间的合作和博弈关系,并构建了演化博弈模型,选取某区的实际数据作为算例,探讨不同因素对合作稳定性的影响以及政府政策在邮快合作中所起的作用效果。结果表明:邮政占据主导地位对推进快递进村具有一定优势,政府推进邮快合作的政策补贴应考虑多种补贴形式。

基于平行交互注意力网络的中文电子病历实体及关系联合抽取

基于电子病历构建医学知识图谱对医疗技术的发展具有重要意义,实体和关系抽取是构建知识图谱的关键技术。该文针对目前实体关系联合抽取中存在的特征交互不充分的问题,提出了一种平行交互注意力网络(PIAN)以充分挖掘实体与关系的相关性,在多个标准的医学和通用数据集上取得最优结果;当前中文医学实体及关系标注数据集较少,该文基于中文电子病历构建了实体和关系抽取数据集(CEMRIE),与医学专家共同制定了语料标注规范,并基于该文所提出的模型实验得出基准结果。

广西特色农产品电商发展与职业教育现状分析及对策研究

广西特色农产品电商产业已成为广西农业发展新增长极,电商规模和产值不断提升,电商品牌价值和创新速度加快,冷链物流智能化凸显。相关电商专业人才需求缺口加大,职业教育是电商人才主要来源,亟待优化电商职业教育布局和人培定位,建立“农+电+职”的三方联动模式,提升职业教育竞争力,为广西特色农产品电商发展增添助力。

Experimental study on aseismic behaviors of Chinese ancient tenon-mortise joint strengthened by CFRP

In order to well protect Chinese ancient buildings, aseismic behaviors of Chinese ancient tenon-mortise joints strengthened by carbon fibre reinforced plastic （CFRP） are studied by experiments. Based on the actual size of an ancient building, a wooden frame model with a scale of 1 ： 8 of the prototype structure is built considering the swallow-tail type of tenon-mortise connections. Low cyclic reversed loading tests are carried out including three groups of unstrengthened structures and two groups of structures strengthened with CFRP. Based on experimental data, moment-rotation angle hysteretic curves and skeleton curves for each joint are obtained. The energy dissipation capability, stiffness degradation and deformation performance of the joints before and after being strengthened are also analyzed. Results show that after being strengthened with CFRP, the tenon value pulled out of the mortise is reduced; the bending strength and the energy dissipation capabilities of the joint are enhanced; stiffness degradation of the joint is not obvious; and the deformation performance of the joint remains good. Thus, the CFRP has good effects on strengthening the tenon-mortise joints of Chinese ancient buildings.

隧道衬砌施工缝抗渗性及影响因素室内试验研究

为研究止水带、界面剂和界面粗糙度等因素对衬砌施工缝抗渗性的影响,提高富水隧道衬砌抗水压能力,通过剖析隧道衬砌施工缝防水构造,找出影响其抗渗性能的关键因素。设计室内抗渗试验,制作162块施工缝抗渗试件进行各因素敏感性分析并揭示其作用机制。试验结果表明:1)浇筑时间间隔超7 d的施工缝会导致混凝土抗渗性降低2~3个数量级,其抗渗性取决于新旧混凝土界面和止水带与混凝土界面的抗渗性能;2)缩短浇筑间隔和涂抹界面剂有利于降低新旧混凝土界面的渗透系数;3)通过凿毛处理增加施工缝界面的粗糙度对施工缝抗渗性无明显提高作用,甚至由于过度凿毛损伤混凝土基体引起界面抗渗性降低;4)在界面浇筑间隔7 d且无凿毛条件下,橡胶止水带与混凝土界面平均相对渗透系数是新旧混凝土界面的47.5%,其抗渗性优于施工缝新旧混凝土界面,其止水机制为降低界面渗透系数、提高单位渗流长度的水头损失和延长渗流路径长度共同发挥作用;5)钢板止水带与混凝土界面的渗透系数近似等于施工缝新旧混凝土界面,其止水机制为通过延长渗流路径长度发挥作用。

水泥预加固-人工冻结联合工法加固地层冻胀特性

以广州地铁十四号线一个联络通道冻结工程为背景,采用联合工法施工,通过有限元软件建立联络通道冻胀位移场三维数值模型,研究了盐水温度和水泥掺量对土体冻胀位移的影响,并计算不同冻结壁厚度下地表冻胀位移量以及联络通道开挖土体的塑性区域,在满足施工安全的前提下,进一步对冻结壁设计参数进行优化,以减小土体冻胀位移。结果表明:采用水泥预加固-人工冻结联合工法施工,当水泥掺量设定为12%,盐水温度控制在-31~-25℃时,积极冻结末期,地表冻胀位移能够满足工程监测要求;水泥掺量设定为12%,冻结壁厚度设定在1.8 m,盐水温度控制在-31℃。可见相对于原施工方案,采用联合工法施工,积极冻结末期地表冻胀量减小了73%。