Study on the Construction Technology of Subgrade Pavement in Road and Bridge Settlement Section

With the continuous development of China’s economy,the construction of roads and bridges work has put forward higher requirements.Due to various factors,the long-term use of roads and bridges will produce a settlement phenomenon.Therefore,it is crucial to address settlement issues during the construction of roads and bridges to ensure that the quality of subgrade and pavement construction meets national regulations.This paper introduces the harm of subgrade pavement subsidence,analyzes the causes of subgrade pavement deformation,and discusses the technical points of subgrade pavement construction,hoping to provide some reference for relevant practitioners.

Design and construction of high and large span cast-in-place reinforced concrete cantilever flowering frame beam

The high and large span cast-in-place reinforced concrete cantilever structure of the office building of some court, which is located I-steel at the cantilever and used steel pipe scaffold as the support, has guaranteed the frame body and structure security by the frame body calculating, on-site test and reasonable construction order.

Penalty model for delay of bidding section construction period in South-to-North Water Diversion Eastern Route Project from perspective of programs

According to the multi-project and program management theory, this paper analyzes the program generation principle and establishes a program based on progress goals. On the basis of the present situation of calculation of penalty for delay of the bidding section construction period with the critical path method, we studied the effects of contractor-induced delay of the bidding section construction period in detail, including the effects on the construction period of the bidding section itself, the earliest start times of the next bidding section and other subsequent bidding sections, and the construction period of the program, and then constructed a penalty model for delay of the bidding section construction period from the perspective of programs. Using the penalty model, we conducted a practical analysis of penalty for delay of the construction period of the Baoying station program in the South-to-North Water Diversion Project. The model can help determine the amount of penalty for delay of the construction period in bidding sections scientifically and reasonably,

Technical Analysis of Subgrade and Pavement Construction in Settlement Section of Municipal Road and Bridge Engineering

The construction of municipal roads and bridges is an important foundation for the smooth traveling and transportation.However,if there a reduction in the subgrade and pavement part,the safety and the comfort of the driver will be seriously affected,therefore,reasonable measures should be taken on time to tackle the related issues.The significance of subgrade and pavement construction in the subsidence section,the key points of the construction,and the appropriate control measures that are should be taken in the actual construction,was discussed in this paper.Further,this paper analyzes the availability of the subgrade and pavement construction technology for the municipal roads and bridges,to provide a reference for engineers.

Field study of plastic tube cast-in-place concrete pile

The compositions, technical principles and construction equipments of a new piling method used for ground improvement plastic tube cast-in-place concrete pile were introduced. The results from static load tests on single piles with different forms of pile shoes and on their composite foundations were analyzed. The distribution patterns of axial force, shaft friction and toe resistance were studied based on the measurements taken from buried strain gauges. From the point of engineering application, the pile has merits in convenient quality control, high bearing capacity and reliable quality, showing higher reasonability, advancement and suitability than other ground improvement methods. The pile can be adopted properly to take place of ordinary ground improvement method, achieving greater economical and social benefits.

PRACTICE AND KNOWLEDGE ABOUT RECONSTRUCTION DESIGN OF TRADITIONAL BUILDINGS AND GARDENS

In this paper,the author sums up some essential knowledge from the practiceabout rebuilding traditional buildings and gardens in which the author has been engagedrecently.The view points are that one should discard the dross and select the essential,re-tain the symbolic form,grasp the overall style,embody local characteristics and space outthe distance of time and space between the new and old buildings.Finally,the author con-siders that the traditional form of buildings should not be used indiscriminately at allplaces in modern times.

Contractor Selection Criteria in Ghanaian Construction Industry: Benefits and Challenges

Selecting a contractor for construction project is a difficult decision to be taken by a client because it may lead to construction delivery problems or successful delivery of the project. This study, therefore, investigated the contractor selection criteria in the Ghanaian construction industry, considering the benefits and challenges. A quantitative research method was adopted in this study through the use of a questionnaire. The target population for the study consisted of registered contractors and consultants in the Ashanti and Brong-Ahafo regions of Ghana. It was found that though the construction professionals are well vested with the prequalification selection criteria that are being used within the Ghanaian construction industry, they were not familiar with multi-criterial section methods. It was also found that the benefits of the contractor selection criteria include: enabling the client to select contractors who are performers for the project, saving the project owner a lot of time, minimizing the possibility of contractor default, and facilitating the achievement of project success and the objectives within the scheduled time. Furthermore, excessive cost and time overrun, poor quality standard, imprecise assessments due to lack of information, criteria being very complex and difficult to apply in practice, among others were identified as the challenges to the contractor selection criteria in Ghanaian construction industry. The study recommends for further studies to determine the impact of the identified challenges on construction projects, and ways to minimize the challenges.

The first UHV experimental line section constructed

The first UHV experimental line section of 1000 kV class in China, situated at the outdoor test yard of Wuhan High Voltage Research Institute under the Ministry of Electric Power has been built just before July 1st, 1996. This experimental line section is 200 m long with 3 phase, 8

耙吸式挖泥船疏浚施工组织仿真优化

合理制定最佳疏浚施工组织计划,需要考虑众多影响因素及其不确定性且各因素之间相互影响。通过航道疏浚工程施工作业仿真模型,描述运营船舶进出港和挖泥船疏浚施工过程中存在的不确定性,以最小化船舶船班费用和碳排放成本之和为目标,重点分析疏浚段长度和挖泥船船队配置对疏浚工程船舶船班费用、碳排放成本以及综合成本的影响。结果表明,提出的基于仿真和优化的方法可合理制定疏浚工程施工组织计划。

应对新信息技术变革的跨学科护理专业虚拟教研室构建路径

以生成式人工智能为代表的新一轮信息技术变革正在深刻地影响着护理实践,当前大部分护理院校进行的护理专业教育困窘于强调知识、技能的传统医科知识体系的学习环境中,许多从事高等护理教育的教师在面对培养复合型护理人才使命时,难以适应新信息技术变革对多学科、多方位复合型护理人才能力的培养要求,急需与工、理、文、信息等学科教师跨界融合,组成跨学科教学共同体。虚拟教研室的出现为实现护理专业教师与工、理、文、信息等学科专业教师跨界融合提供了重要途径。笔者从应对新信息技术变革的护理专业虚拟教研室成员的遴选模式、组织管理形式、多功能硬件平台建设、云端共享护理专业教学资源制作、教学学术活动开展、教研室文化培育、教研室内部学术规范和知识产权保护制度制定方面,对新信息技术变革背景下的跨学科护理专业虚拟教研室构建路径进行了探讨,为相关护理虚拟教研室构建提供思路。

马鞍山长江公铁大桥Z3号桥塔施工关键技术

巢马城际铁路马鞍山长江公铁大桥主航道桥为(112+392+2×1120+392+112)m三塔钢桁梁斜拉桥,Z3号桥塔为超高多肢钢-混组合塔,高308 m。上塔柱钢结构高87.5 m,分13个吊装节段,最重505 t;中、下塔柱混凝土结构高217.5 m,分38个节段液压爬模施工;钢-混结合段高3 m,内部采用PBL键+剪力钉+高强度钢锚杆+高强度混凝土结构形式。在中塔柱设置钢管临时横撑控制塔柱线形及应力;下横梁采用落地支架法分层施工,与对应塔柱同步浇筑;钢-混结合段混凝土采用C60细石补偿收缩混凝土+高强度灌浆料,保证了混凝土施工质量;采用工厂“2+1”立体匹配制造、“提升站+运输栈桥”钢塔节段转运等技术,并研制15000 t•m超大型塔吊,实现了钢塔柱大节段的制造、整体滩地运输和吊装;钢塔节段间采用栓焊组合连接形式,通过设置工艺隔板、双面坡口等措施控制了钢塔焊接变形;利用定位桁架临时锁定钢塔合龙段实现了钢塔的精确合龙,定位桁架受力及变形均满足要求。

互联网+背景下虚拟教研室内涵建设

针对高校基层教学组织建设存在的一些问题,分析了虚拟教研室的成立背景、建设内涵,探讨了虚拟教研室的组织架构及保障条件,提出了以师资能力提升为导向,以课程建设为核心,以教学资源共享为途径,以开放课题研究为抓手的内涵建设途径。实践应用表明,通过加强虚拟教研室内涵建设,极大地提升了各参与高校的积极性,有效促进了各参与高校轨道交通信号与控制专业的专业建设水平,提升了人才培养质量。

巷道掘进爆破参数优化设计及施工

大红山铜矿巷道掘进爆破施工中存在超欠挖严重、炮孔利用率低和光面爆破效果差导致围岩破碎等问题。通过爆破理论优化设计和结合爆破现场试验,采用筒形掏槽爆破、间隔装药结构、精确延期时间和合理的炮孔间距的全断面爆破方案。结果表明:综合炮孔利用率能够达到93.5%。半孔痕率较矿山原方案提升了40%左右,平均循环进尺较矿山原方案提升了0.34 m,炮孔利用率较矿山原方案提升了13%左右。

虚拟教研室教学资源的建设研究

虚拟教研室作为一种创新的教育模式,为教师和学生提供了更广阔的学习与研究空间。文中分析了虚拟教研室的概念及特点,研究了虚拟教研室教学资源共建共享的意义,并从整合资源、转化资源、生成资源及共建共享资源等方面阐述了虚拟教研室教学资源的建设路径。

关于黄河与河套古湖河湖关系演变的假说性分析——兼论对黄河内蒙古段生态治理的启示

黄河曾经在流经河套盆地过程中形成吉兰泰、乌兰布和、巴彦淖尔、呼包4个古湖,且在高湖面时期连成统一的“河套古大湖”,其后4湖分离并分别演绎了自己的河湖关系。在研习前人相关成果基础上,通过建立整体假说性解释框架,试图按照历史顺序与逻辑顺序统一的要求对该河段河湖关系的演变过程进行重建,并为与之相关的生态系统的治理提供借鉴。研究认为:主河道构建是黄河主动实施填湖、建堤、造槽并“甩湖”的过程与结果;冲积扇是黄河填湖的主要模式,而冲积扇顶附近凸起则是湖口淤塞、移动并最终筑成黄河自然堤的主要原因;巴彦木仁与磴口两地控制点对形成鄂尔多斯一侧黄河主河道起到了关键性作用;黄河西派在高湖面期间从巴彦木仁湖口注入吉兰泰-乌兰布和古湖,与从北面入湖的黄河水共同促成贺日木西尼古砂嘴及其延伸砂脊生长,并在低湖面期将这两个湖分离。基于对所述黄河历史过往的认识,须尽可能立足高效集成利用有限水资源这一观念,将减灾与适度重造沿河湖泊和绿洲结合,营建可持续的内蒙古段黄河生态体系。

大断面花岗岩公路隧道快速施工工法研究

大断面隧道施工穿越较破碎花岗岩区段时,采用台阶法开挖会造成工序之间相互影响,严重制约了大型机械的作业空间,为此在台阶法基础上提出了便于大型机械施工的快速施工工法,从而提高了施工效率。文章基于某高速公路隧道,通过有限差分软件,对快速施工工法和施工设计的台阶法留核心土开挖进行两榀开挖下的数值模拟对比分析,并结合FISH语言编程和现场监测数据验证了快速施工工法的围岩损伤及可行性。结果表明:快速施工工法与台阶法留核心土开挖相比,会增大隧道拱肩、边墙以及掌子面处的围岩变形;现场施工时要加强对隧道边墙下方和拱脚处的监测;快速施工工法是一种可应用于现场的、安全高效的施工工法。

黄河沿线郑州段遗产廊道空间格局构建路径研究

为实现黄河沿线区域系统保护与高质量发展,基于国内外基础研究和实践经验,构建黄河沿线郑州段遗产廊道空间格局框架并提出实现路径。针对空间边界相对明确的遗产廊道,其构建路径包括4个阶段:以全流域视角进行区域总体价值认知;在宏观尺度上利用最小累积阻力模型和空间信息技术进行生态敏感性评价,构建区域生态安全网络格局;在中观尺度上运用GIS核密度分析、层次分析法开展自然生态、历史人文景源综合评价并识别优先发展空间单元;综合考量生态安全网络格局和组团集群式分布的优势景源空间,构建“先底后图”的保护-发展空间格局,从生态空间、文化遗产空间、人居景观空间角度提出针对性策略,促进规划落地实施。借此丰富遗产廊道的规划理论与技术,以期为我国黄河流域同类型地区规划提供参考。

地景空间视角下南阳古镇营建智慧研究

南阳古镇是山东省具有代表性的岛屿型运河聚落,在大运河国家文化公园建设推进下,南阳古镇传统地景空间的文脉传承、保护发展具有重大意义。通过梳理古籍舆图阐述南阳古镇历史沿革,从区域环境、聚落形态、阡陌交通、景观节点四方面切入,系统概括了南阳古镇地景空间构成及其表征,进一步揭示了运河水利影响下治水、营城及生活的营建智慧,以期为大运河山东段运河聚落建设及运河文化传承提供一定的理论基础。

基于点云数据的大型复杂钢结构智能化施工方法

大型复杂钢结构施工过程中,常面临施工尺寸质量难以把控、构件提升变形监测困难和合拢段现场配切效率低等问题。三维激光扫描技术可全覆盖地、快速精准地获取复杂构部件在施工过程中的点云数据,这为解决上述问题提供了新方法。为此,该文以重庆两江新区寨子路钢拱桥为工程背景,开展基于点云数据的大型复杂钢拱桥智能化施工方法的全流程研究。基于标靶球检测算法、快速四点一致集算法、迭代最近邻算法等实现标靶球点云数据的自动检测及多站点云数据之间的自动配准;通过BIM点云化技术、kNN算法等完成目标点云数据的半自动化提取,实现拱肋尺寸的智能化检测;基于八叉树算法、区域增长算法等实现拱肋提升变形的智能检测;为缩短拱肋的合拢工期,基于BIM模型焊缝信息提取技术、主成分分析算法、Canny边界检测算法、霍夫变换算法等提出数字化预拼装算法,得到合拢段的配切量。工程应用表明,该文所提出的智能施工方法效率高、自动化程度好,研究成果可为大型复杂钢结构的施工质量和安装效率的提升提供理论和算法支撑。

高地应力特大断面隧道的适宜施工工法

为探索高地应力特大断面软岩隧道的适宜施工方法,以桐梓隧道为工程背景,通过现场监测和数值模拟,探索不同高地应力下的3种施工工法[三台阶、CD(cross diaphragm)法、双侧壁导坑法]的适宜性,从围岩变形、施工成本以及施工进度等方面评价施工方法的优劣。结果表明:Ⅴ级围岩:当隧道埋深为300、400 m时,适用三台阶法施工;当埋深为500 m时,适用CD法施工;当埋深为600 m时,适用双侧壁导坑法施工。Ⅳ级围岩:当隧道埋深为300~600 m时,都适用三台阶法施工。