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Hydraulic Sliding Formwork Construction Technology for Main Pier Columns of Highway Bridges
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作者 Guangpu Dong Liang Wang 《Journal of World Architecture》 2025年第1期1-6,共6页
Aiming at the problems of difficulty in balancing construction efficiency and quality,as well as the high safety risks of working at heights during the construction of main piers for highway bridges,this study takes a... Aiming at the problems of difficulty in balancing construction efficiency and quality,as well as the high safety risks of working at heights during the construction of main piers for highway bridges,this study takes a specific bridge project as an example to introduce the technology of hydraulically sliding formwork for the construction of main piers of highway bridges.An in-depth analysis of the project’s construction process found that this technology can effectively improve construction efficiency,ensure the quality of concrete pouring,and significantly reduce the potential safety hazards of working at heights.It provides a reliable technical solution for constructing the main piers of highway bridges and has important reference significance for similar projects. 展开更多
关键词 Highway bridges Main piers Hydraulic pressure SLIDING formwork
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华龙一号外层安全壳穹顶支撑体系研究与应用
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作者 杨霞 《建筑技术》 2026年第1期70-73,共4页
“华龙一号”是我国自主研发的百万千瓦级压水堆核电站,在设计创新方面,提出了“能动与非能动相结合”的安全设计理念。它采用能够抵抗大飞机撞击的双层安全壳设计,外层安全壳为半椭球面钢筋混凝土结构,相比第二代核电堆型单层安全壳施... “华龙一号”是我国自主研发的百万千瓦级压水堆核电站,在设计创新方面,提出了“能动与非能动相结合”的安全设计理念。它采用能够抵抗大飞机撞击的双层安全壳设计,外层安全壳为半椭球面钢筋混凝土结构,相比第二代核电堆型单层安全壳施工难度发生了根本性改变。本研究针对外层安全壳穹顶结构底部支撑体系,以及与之相匹配的结构施工方法进行研究及应用。在国内核电领域首次采用球面拼接双曲面免拆钢制模板代替传统的满堂脚手架支撑体系,避免支撑体系搭设的空间局限性,并缩短整体建造工期,同时极大地改善了现场整体作业条件,达到了本质安全、提质增效的目的。 展开更多
关键词 华龙一号 外穹顶 支撑 模板
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多类型框架车站主体施工技术及安全性分析
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作者 刘兴运 《建筑机械》 2026年第1期167-171,共5页
高支模施工技术是建筑工程领域的1种重要施工技术。文章以西乡站车站主体结构施工为例,对高支模施工技术进行了研究。介绍了该项目主体结构的截面参数,分析了车站总体施工流程,对该项目的模板及支撑体系详细参数进行汇总,并对顶板模板... 高支模施工技术是建筑工程领域的1种重要施工技术。文章以西乡站车站主体结构施工为例,对高支模施工技术进行了研究。介绍了该项目主体结构的截面参数,分析了车站总体施工流程,对该项目的模板及支撑体系详细参数进行汇总,并对顶板模板及支撑体系的部分结构进行了安全性分析。研究结果表明:西乡站车站主体结构的施工关键技术安全可靠,能够保证项目的顺利实施。 展开更多
关键词 高支模 施工技术 安全性分析 结构 建筑施工
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基于Rhino技术辅助地铁车站异形出入口结构施工
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作者 姚顺健 张健波 +2 位作者 吴迪 高扬 赵奕涵 《建筑机械》 2026年第1期93-96,共4页
深圳地铁8号线二期大梅沙站出入口做了特殊造型设计,存在复杂曲面以及高支模施工等困难。文章使用Rhino软件基于参数化手段完成复杂曲面建模,对高支模系统进行了优化设计。在BIM工作流程中同构件生成和施工深化阶段结合,形成了从建模到... 深圳地铁8号线二期大梅沙站出入口做了特殊造型设计,存在复杂曲面以及高支模施工等困难。文章使用Rhino软件基于参数化手段完成复杂曲面建模,对高支模系统进行了优化设计。在BIM工作流程中同构件生成和施工深化阶段结合,形成了从建模到施工出图完整的工作流程。根据实际应用结果,经过Rhino软件建模后,实际墙面误差不大于3.2 mm;使用优化后的高支模结构体系,支模周期较之前缩短了31.25%;采用Rhino软件计算,并优化了施工作业方案后,风险管控有效率达93.7%,可为地铁站复杂地面建筑以及装饰装修施工提供有效的技术参考。 展开更多
关键词 Rhino技术 地铁车站 装修施工 高支模体系
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Potential Use of Strain Hardening ECC in Permanent Formwork with Small Scale Flexural Beams 被引量:11
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作者 李贺东 Christopher K Y Leung 《Journal of Wuhan University of Technology(Materials Science)》 SCIE EI CAS 2009年第3期482-487,共6页
Utilizing pre-cast ECC panels as participating permanent formwork of concrete members, and the validity of using ECC to disperse the single crack in concrete into multiple ones in ECC were studied. In the process, tot... Utilizing pre-cast ECC panels as participating permanent formwork of concrete members, and the validity of using ECC to disperse the single crack in concrete into multiple ones in ECC were studied. In the process, totally two kinds of ECC with different tensile properties, 7 series of flat panels with different top surface figures and 3 U-shape panels with different inner surface forms were investigated. To evaluate the performance of the permanent formworks, small ECC-concrete composite beams were cast and tested mechanically. The 4-point bending test results show that the use of pre-cast ECC panels as permanent formwork can significantly improve the load capacity and toughness of a concrete member, effectively dispersing single widely opened crack in concrete into multiple ones in ECC. Most permanent formworks show perfect bond with the concrete cast on them, while the ones with partially debonded zone achieve the best mechanical performance. The U-shape permanent formworks show better performances than the flat ones, achieving much betler improvements in both the load capacity and toughness, together with better crack width control. 展开更多
关键词 pseudo strain hardening cementitious composites permanent formwork TOUGHNESS CRACK
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沿空留墙无煤柱开采技术在煤矿大采高工作面中的应用
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作者 郭庆春 《科学技术创新》 2026年第1期87-90,共4页
以高家梁煤矿为例,探究了沿空留墙无煤柱开采技术在煤矿大采高工作面中的应用。为提高沿空留墙的稳定性和承载力,进行留设墙体的受力分析,并探究了顶板块体长度、采空区矸石承载力和实体煤支撑长度等因素对沿空留墙受力的影响,为合理确... 以高家梁煤矿为例,探究了沿空留墙无煤柱开采技术在煤矿大采高工作面中的应用。为提高沿空留墙的稳定性和承载力,进行留设墙体的受力分析,并探究了顶板块体长度、采空区矸石承载力和实体煤支撑长度等因素对沿空留墙受力的影响,为合理确定沿空留墙参数提供了参考。在实际应用中,使用C40混凝土浇筑留设墙体,不仅能解决留设煤柱造成煤炭资源损失的问题,而且加快了巷道掘进速度、保证了井下作业安全,兼顾了经济效益、作业效率和生产安全,沿空留墙技术在该煤矿中的应用效果显著。 展开更多
关键词 煤矿采空区 沿空留墙 柔性模板 巷旁支护
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中厚煤层沿空留巷柔模砼墙组合充填体关键技术研究
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作者 郝以瑞 《煤矿现代化》 2026年第1期75-79,87,共6页
针对现有沿空留巷技术中砼墙与膏体墙支护存在的接顶不密实、支护强度不足等问题,以马兰矿为工程背景,提出一种新型“柔模砼墙”复合支护结构。该结构采用功能分区设计:上部为高水材料柔性接顶层,下部为高强度普通混凝土支承层,形成具... 针对现有沿空留巷技术中砼墙与膏体墙支护存在的接顶不密实、支护强度不足等问题,以马兰矿为工程背景,提出一种新型“柔模砼墙”复合支护结构。该结构采用功能分区设计:上部为高水材料柔性接顶层,下部为高强度普通混凝土支承层,形成具有梯度力学性能的组合墙体。结合煤层赋存条件、地质构造及理论分析,系统优化了复合墙体的总宽度、分层高度等尺寸参数以及强度匹配关系,并开展了现场工业试验。结果表明:当墙体总宽度为1.5 m,接顶层抗压强度为15 MPa、支承层抗压强度为40 MPa时,复合墙体能够有效适应基本顶破断的动态过程,保障巷旁支护系统长期稳定,并满足采空区密闭要求。 展开更多
关键词 沿空留巷 柔模砼墙 让压性能 充填体
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基于液压爬模技术难点的关键构件CFRP加固方法研究
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作者 连光炜 王庆稳 +1 位作者 杨森 段塑伟 《建筑技术开发》 2026年第1期28-32,共5页
液压爬模系统作为高层建筑和桥梁施工的核心装备,其架体构件在复杂施工状态下的应力集中问题直接关乎结构的安全性与使用寿命。通过有限元模拟方法,对液压爬模架体在爬升、施工和停工3种典型工况下的力学性能进行了深入分析。本研究创... 液压爬模系统作为高层建筑和桥梁施工的核心装备,其架体构件在复杂施工状态下的应力集中问题直接关乎结构的安全性与使用寿命。通过有限元模拟方法,对液压爬模架体在爬升、施工和停工3种典型工况下的力学性能进行了深入分析。本研究创新性地将碳纤维增强塑料(Carbon Fiber Reinforced Polymer,CFRP)引入液压爬模架体加固,提出采用粘贴CFRP布对该横梁进行加固的方法,并对比分析了加固前后的受力与变形性能。结果表明:粘贴CFRP布后,横梁的最大应力值显著,最大变形量也减少,有效提高了结构的承载能力和整体刚度,抑制了变形发展,验证了CFRP加固在增强钢梁抗拉能力方面的优越性。 展开更多
关键词 有限元分析 液压爬模架体 结构加固 碳纤维增强塑料
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高层建筑悬挑支模架施工技术研究
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作者 韩海荣 李玉松 《建筑机械》 2026年第1期336-340,共5页
文章以某超大型水上休闲娱乐项目指挥中枢大楼指挥塔第13层大跨度混凝土悬挑结构为研究对象,探讨了悬挑支模架在工程实践中的具体应用。在分析指挥塔设计概况及大跨度悬挑支模架施工难点基础上,确定选用悬挑型钢模板支撑系统形成支模架... 文章以某超大型水上休闲娱乐项目指挥中枢大楼指挥塔第13层大跨度混凝土悬挑结构为研究对象,探讨了悬挑支模架在工程实践中的具体应用。在分析指挥塔设计概况及大跨度悬挑支模架施工难点基础上,确定选用悬挑型钢模板支撑系统形成支模架,并对型钢悬挑支模架设计安全性进行验算,确定所有结构安全验算均满足规范要求。文章还从悬挑支模架施工流程、钢管支模架技术要求、模板安装以及拆除技术要求等方面分析了支模架施工技术的具体应用。 展开更多
关键词 混凝土悬挑结构 悬挑支模架 安全验算 施工流程 模板安拆
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基于盘扣式钢管脚手架的高支模结构稳定性分析
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作者 王艺凯 宋旭 邓美旭 《科技创新与应用》 2026年第3期77-81,共5页
为提高盘扣式钢管脚手架在高荷载、风荷载及振动等特殊环境中的安全和稳定性能,该文以平度东部污水处理厂及配套管网工程为依托,对其污泥脱水机房梁模板支架进行稳定性分析。主要包括面板的强度与挠度验算;主、次楞的强度、挠度与抗剪... 为提高盘扣式钢管脚手架在高荷载、风荷载及振动等特殊环境中的安全和稳定性能,该文以平度东部污水处理厂及配套管网工程为依托,对其污泥脱水机房梁模板支架进行稳定性分析。主要包括面板的强度与挠度验算;主、次楞的强度、挠度与抗剪能力验算;可调托座验算;立杆的稳定性验算。验算结果表明,该工程中的各个组件均经过严格的测试和检验,确保其在结构稳定性和安全性能方面完全符合设计要求。 展开更多
关键词 盘扣式 钢管脚手架 高支模结构 稳定性分析 管网工程
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聚丙烯在建筑模板中的应用研究进展
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作者 陈红军 《中外能源》 2026年第1期79-83,共5页
聚丙烯(PP)基建筑模板因其轻量化、高周转率、易加工及环保可回收等优势,正逐步替代传统竹木与钢模板,成为绿色建筑施工的理想选择。当前研究通过结构设计优化、阻燃体系创新及纤维增强技术,显著提升了模板的综合性能。夹心模板通过多... 聚丙烯(PP)基建筑模板因其轻量化、高周转率、易加工及环保可回收等优势,正逐步替代传统竹木与钢模板,成为绿色建筑施工的理想选择。当前研究通过结构设计优化、阻燃体系创新及纤维增强技术,显著提升了模板的综合性能。夹心模板通过多层结构设计(如面层-芯层-面层复合)和孔洞结构优化,显著提升抗弯刚度和材料利用率;阻燃模板采用磷-氮系膨胀无卤阻燃剂、溴系阻燃剂及阻燃协效剂,实现V-0级阻燃等级的同时保持力学性能;高强模板通过纤维增强(如玻璃纤维、碳纤维)和自增强技术,突破传统模板的强度瓶颈。研究表明,PP基模板在轻量化、阻燃性及循环利用方面具有显著优势,但熔体强度不足、界面结合弱等问题仍需进一步解决。未来应聚焦纳米改性、生物基填料多元复合与标准化体系建设,以推动PP模板在装配式与低碳建筑中的规模化应用。 展开更多
关键词 聚丙烯 建筑模板 阻燃改性 纤维增强 发泡芯层 绿色建材
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超大跨非对称UHPC钢混组合梁斜拉桥超高主塔施工关键技术
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作者 杨志华 陈杰 +2 位作者 乾小锐 潘洪 秦涛 《建筑机械》 2026年第1期37-44,共8页
枝江百里洲长江大桥是世界上跨径最大的钢混叠合梁斜拉桥之一,主塔高度达257.5 m。文章针对该桥超高主塔施工中的关键技术难题,系统研究了施工工艺、设备选型及质量控制措施。该桥主塔采用A型桥塔结构,施工过程中面临高塔线形控制、钢... 枝江百里洲长江大桥是世界上跨径最大的钢混叠合梁斜拉桥之一,主塔高度达257.5 m。文章针对该桥超高主塔施工中的关键技术难题,系统研究了施工工艺、设备选型及质量控制措施。该桥主塔采用A型桥塔结构,施工过程中面临高塔线形控制、钢锚梁精确定位、高性能混凝土泵送、下横梁大荷载支架稳定性等技术挑战。通过液压爬模系统、劲性骨架定位、钢锚梁整体吊装、异步浇筑等先进工艺,确保了施工精度和结构安全。研究结果表明,合理的施工方案、高效的设备配置及严格的监测体系是保证超高主塔施工质量的关键。 展开更多
关键词 桥梁工程 斜拉桥 超高主塔 液压爬模 施工技术
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山区高速公路高墩大跨桥梁施工安全风险防控研究
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作者 赵记广 《价值工程》 2026年第3期52-54,共3页
针对山区高速公路高墩大跨桥梁“地质复杂-工艺特殊-环境敏感-风险耦合”的突出难题,以柏香岭大桥为工程依托,通过“风险维度拆解-关联机理分析-专项措施研究-动态闭环管控”的技术路径,给出了多维度安全风险防控体系。重点解析岩溶地... 针对山区高速公路高墩大跨桥梁“地质复杂-工艺特殊-环境敏感-风险耦合”的突出难题,以柏香岭大桥为工程依托,通过“风险维度拆解-关联机理分析-专项措施研究-动态闭环管控”的技术路径,给出了多维度安全风险防控体系。重点解析岩溶地质塌孔、液压爬模失稳、预应力张拉断裂等核心风险的致险机理,提出溶洞“分级回填+动态成孔”、爬模“1.2倍荷载预压+PLC同步爬升”、预应力“应力-伸长量双控+真空压浆”等关键技术。 展开更多
关键词 高墩大跨桥梁 施工安全 岩溶地质 液压爬模 动态监控
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基于BIM的大高度弧形K形劲性柱施工技术研究
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作者 罗永成 王向林 +1 位作者 李鹏辉 李元元 《建筑施工》 2026年第1期34-37,共4页
针对游泳馆大高度弧形K形劲性柱施工中异形弧段支模成形难、劲性钢骨空间定位精度低、分段接缝质量差等技术难题,创新采用“分段浇筑+抱柱加固+定型弧模”工艺,结合BIM技术实现三维建模、施工模拟与精准管控。通过优化支模体系、明确分... 针对游泳馆大高度弧形K形劲性柱施工中异形弧段支模成形难、劲性钢骨空间定位精度低、分段接缝质量差等技术难题,创新采用“分段浇筑+抱柱加固+定型弧模”工艺,结合BIM技术实现三维建模、施工模拟与精准管控。通过优化支模体系、明确分段逻辑、强化BIM全流程应用,有效解决弧形劲性柱的模板受力不均、混凝土离析及钢骨-混凝土协同工作难题。工程实践表明,该技术在弧段成形质量、施工效率及安全管控方面优势显著,为同类异形弧形劲性柱工程提供理论与实践参考。 展开更多
关键词 弧形K形劲性柱 分段浇筑 抱柱加固 定型弧模 BIM技术
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Reinforcement by polyurethane to stiffness of air-supported fabric formwork for concrete shell construction 被引量:2
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作者 GUO Xiao QIAN Sheng-shen +1 位作者 QING Qiang GONG Jing-hai 《Journal of Central South University》 SCIE EI CAS CSCD 2019年第9期2569-2577,共9页
By spraying concrete on inner surface,air-supported fabric structures can be used as formwork to construct reinforced concrete shell structures.The fabric formwork has the finished form of concrete structure.Large dev... By spraying concrete on inner surface,air-supported fabric structures can be used as formwork to construct reinforced concrete shell structures.The fabric formwork has the finished form of concrete structure.Large deviation from the desired shape of concrete shells still remains as central problem due to dead weight of concrete and less stiffness of fabric formwork.Polyurethane can be used not only as a bonding layer between fabrics and concrete but also as an additional stiffening layer.However,there is little research on mechanical behaviors of the polyurethane shell structure.This paper presents experimental studies on an inflated fabric model with and without polyurethane,including relief pressure tests,vertical loading tests and horizontal loading tests.Experimental results show that the additional polyurethane layer can significantly enhance the stiffness of the fabric formwork.Compared with the experiment,a numerical model using shell layered finite elements has a good prediction.The reinforcement by polyurethane to improve stiffness of air-supported fabric formwork is expected to be considered in the design and construction of the concrete shell,especially dealing with the advance of shape-control. 展开更多
关键词 fabric formwork POLYURETHANE STIFFNESS thin-shell structure loading experiment shell layered finite element
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Formwork lateral pressure of precast normal-concrete composite shear walls infilled with self-compacting concrete
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作者 YAO Rong YE Yan-hua 《Journal of Chongqing University》 CAS 2018年第2期39-48,共10页
Wall cracking and mold expanding due to concrete vibrations can be effectively solved through the application of precast normal-concrete composite shear walls infilled with self-compacting concrete(SCC). However, the ... Wall cracking and mold expanding due to concrete vibrations can be effectively solved through the application of precast normal-concrete composite shear walls infilled with self-compacting concrete(SCC). However, the high liquidity of SCC will induce a higher lateral pressure. Therefore, it is important to obtain a better understanding of the template lateral pressure. In this work, nine composite shear walls were experimentally investigated, focusing on the effects of two parameters, i.e., the casting rate and the section width of the formwork. The time-varying pressure was monitored during the SCC pouring. It is found that the increase of casting rate from 3.2 m/h to 10.3 m/h resulted in a higher maximum lateral pressure. The higher casting rate led to a longer time required for the lateral pressure to drop to a steady value. There was no correlation between the section width and the rate of decrease in the initial formwork pressure and stable value. Based on the test results, a formula considering the effect of casting speed for the calculation of SCC formwork pressure was established to fill the gap in the current standards and for engineering applications. 展开更多
关键词 formwork LATERAL pressure SELF-COMPACTING concrete(SCC) composite shear wall CASTING rate
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Interactions between Superplasticizer and Release Agents at the Concrete/Formwork Interface
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作者 Samir Bouharoun Yannick Vanhove +2 位作者 Chafika Djelal Pascale De Caro Isabelle Dubois 《Materials Sciences and Applications》 2012年第6期384-389,共6页
Improving the knowledge of rheological and tribological characteristics of fresh concrete is important to contribute to the progress of construction sites and the final quality of the work. The objective of this study... Improving the knowledge of rheological and tribological characteristics of fresh concrete is important to contribute to the progress of construction sites and the final quality of the work. The objective of this study is to identify the effect of a superplasticizer based on polycarboxylic ether on the tribological behavior of fresh concrete at the concrete/formwork and concrete/oil/formwork interfaces. Friction tests on fresh concrete were carried out using a plan/plan tribometer. In order to study the behavior of the superplasticizer close to the formwork, three concretes with 30% of paste and different dosage of superplasticizer were formulated. The results show that the increase of the dosage of superplasticizer reduces the friction stress. The properties of the superplasticizer generate a deflocculating action of concrete grains and lead to a stabilisation of the soap-oil micellae present in the vicinity of the formwork. Thus, the efficiency of superplasticizer depends on the quantity of fines, on the quantity of soap formed and so, on the release agent formulation. 展开更多
关键词 TRIBOLOGY Concrete/formwork INTERFACE Concrete/Oil/formwork INTERFACE SUPERPLASTICIZER Release Agent PHYSICOCHEMICAL
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Cost Comparison of Different Types of Formworks
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作者 Kiran Devi Tushar Yadav 《Journal of Building Material Science》 2023年第1期32-38,共7页
Formwork is the temporary moulds in the construction which is fabricated based on the drawing and design of the structure and into which the concrete is poured to form the required structure.Formwork is an essential p... Formwork is the temporary moulds in the construction which is fabricated based on the drawing and design of the structure and into which the concrete is poured to form the required structure.Formwork is an essential part of the construction as it has been used by the Romans.The formworks must be strong enough to withstand all types of loads.The joint must be in proper condition to avoid any kind of leakages.The materials used for the formworks should be economical,easily available and durable.The formworks can be made up of different materials such as plywood,steel,aluminum,composite material,etc.In steel formwork the plates used for the slab support are made up of galvanized steel and these are fabricated as per the requirements.Aluminum plates are used in the aluminum framework along with the other components made up of aluminum.The selection of a suitable framework is important in any project because it bears about 25%to 30%cost of the total cost of construction.In the present study,different types of formworks such as steel,plywood and aluminum were studied in a project and a comparison was made on the reusability and easiness in handling and maintenance.Also,a comparison of the formwork used in the construction of the 5th and 11th-floor tower based on the specific plan and drawing was done.The results showed that the aluminum formwork was found to be efficient and suitable among all formworks,although the cost was higher compared to other formwork materials. 展开更多
关键词 formworks Steel formworks Plywood formworks Aluminum formworks Cost analysis
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Discussion Based on Formwork Construction of Box Girder Formwork Design Scheme
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作者 LIU Xin 《International English Education Research》 2016年第4期66-68,共3页
Formwork construction has been the important and difficult of the construction process, so the design plan is very important. This paper relies on the Shun Ping Yu subordinate Fertgbo bridge rebuilding project, detail... Formwork construction has been the important and difficult of the construction process, so the design plan is very important. This paper relies on the Shun Ping Yu subordinate Fertgbo bridge rebuilding project, detailing the cast-in-place box beam formwork support system safety special construction plan, focuses on box girder formwork design scheme of foundation design, box girder bracket design and box girder formwork design, to provide a reasonable reference for similar projects. 展开更多
关键词 formwork construction box girder design box girder template design
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Research on Construction Quality Control Technology of Aluminum Alloy Formwork
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作者 NI Wenming 《外文科技期刊数据库(文摘版)工程技术》 2021年第4期705-718,共14页
Based on the construction technology of aluminum alloy formwork and traditional wood formwork, the contents in the construction drawings can be constructed at one time and deepened at one time in combination with the ... Based on the construction technology of aluminum alloy formwork and traditional wood formwork, the contents in the construction drawings can be constructed at one time and deepened at one time in combination with the site. The common quality problems that are easy to appear can be controlled in the construction process, which can improve the construction quality of aluminum alloy formwork to a large extent. If the following construction points are controlled in the construction process, It can maximize the construction quality of aluminum alloy formwork and enhance economic benefits. 展开更多
关键词 aluminum alloy formwork construction application of aluminum alloy formwork CONSTRUCTION QUALITY
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