铁路站房桥建合一式结构体系的桥梁施工关键技术研究
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摘要
随着我国铁路的高速发展,到2012年,全国铁路营业里程达到11万千米,其中客运专线及城际铁路1.3万千米。按照点线能力配套的原则,我国将开工建设铁路新客站1000余座,铁路客站的建设任务十分繁重。按照原铁道部提出的站房建设“功能性、系统性、先进性、文化性、经济性”的原则,我国铁路站房建设呈现出许多新趋势：综合立体的交通枢纽、空间简约通透、兼顾先进性与经济性。由此,“桥建合一”式的站房结构体系应运而生,新建的武汉站即采用了桥建合一式的新型站房结构体系。这种新型的结构体系给人耳目一新的感觉的同时,也给结构施工带来了诸多难题。
本文以武汉站桥建合一式的新型站房结构体系的桥梁施工为研究对象,对桥建合—式的新型站房结构体系中的桥梁施工的关键技术进行了较为深入的研究,主要研究成果如下。
(1)通过全桥整体施工方案与全桥分段浇筑整体张拉施工方案的技术经济分析和比较,发现全桥分段浇筑整体张拉的施工方案可以确保三跨刚构拱形桥的施工质量和工期,节约模板投入,可为现场提供良好的交通环境,据此确立了武汉站三跨刚构拱形桥全桥分段浇筑整体张拉的施工方案,为武汉站三跨刚构拱形桥的顺利施工和按期建成奠定了坚实基础。
(2)利用时变力学理论和ANSYS软件,对武汉站三跨刚构拱形桥分段浇筑整体张拉的施工方案进行了施工全过程模拟分析,施工全过程模拟分析的计算结果和分析结论,对施工过程中有针对性地制订安全保障措施、提高施工效率提供了科学依据,为确保武汉站三跨刚构拱形桥的安全施工和按期建成发挥了重要的指导作用。
(3)针对武汉站三跨刚构拱形桥模板体系的复杂性及其重要性,在进行模板体系设计时,依据中英两国相关规范的对比分析,在模板体系设计中借鉴了英国规范关于临时模板体系水平荷载的取值规定,并利用SAP2000软件和ANSYS11.0软件,对模板体系的设计方案进行复核和优化,确保了复杂模板体系的设计优化和安全使用。
(4)针对武汉站三跨刚构拱形桥是由空间不可展曲面所组成的特点,为了满足饰面清水混凝土对模板面板的高精度要求,提出了复杂结构下高精度模板体系的设计原则及方法,建立了模板放样、下料、组拼工艺和验收标准,可供今后类似工程的模板体系设计借鉴与参考。
(5)针对群桥施工时常规桥梁施工用移动模架无法使用,常规模板支撑体系无法满足群桥施工要求的难题,研发了具有整体脱模、整体折叠、整体升降、整体自行走、多方向自调节、免预压等功能的多支点横向移动模架,并总结形成支撑多支点横向移动模架的多支点支承技术、无沉降砂箱技术、移动模板整体脱模技术、整体下降技术、侧模整体折叠技术、移动模架工位调整技术等六大核心技术成果。其中《桥梁施工多支点横向移动模架》、《可调接口模板安装结构》等成果,已分别获得国家发明专利(ZL200910147109.7)及(ZL200910157420.X)；《预压砂箱》成果,已获得国家实用新型专利(ZL201020552516.4)。该系列成果已在武汉站三跨刚构拱形桥的施工中得到成功应用,满足了群桥施工时对模板体系的各项要求,同时节约了工期,实现了模板快速周转,获得了明显的技术经济效益和社会效益。
(6)针对武汉站三跨刚构拱形桥体型复杂、钢筋密集(327kg/ms)、混凝土落差大(高达llm)的难点和表观质量应达到与原饰面清水混凝土融为一体的质量要求,研发了具有自密实功能的饰面清水混凝土配合比和相应配套技术,并已成功应用于武汉站工程,在自密实饰而清水混凝土方量大(6600m3)、施工持续期长(近24个月)的条件下,实现了复杂异形结构同一视觉空间内混凝土表观达到饰面清水标准的要求,完美地表现了清水混凝土的自然质感,由此取消了约145500m2的装饰面层,获得了可观的技术经济效益和社会效益。
(7)结合武汉站站房楼面填充层混凝土工作性能的要求,通过合理选择原材料、适当调整混凝土搅拌工艺、在混凝土内通过掺加引气剂和自制的增粘剂及适量采用河砂来替代部分轻砂,改善了轻骨料混凝土的工作性能,研发了表观密度较低(1160kg/m3)、且可泵送的LC10轻骨料混凝土配合比和相应配套技术,其中《一种含沸石粉和天然河砂的轻骨料混凝土及其制备方法》已获得国家发明专利(ZL200910177544.4)。该项技术已成功应用于武汉站工程,提高了工作效率,较大地减轻了结构自重,实现了资源综合利用,获得了良好的技术经济效益和社会效益。
With the rapid development of modern railway in our country, national railway mileage reached110000kilometers, of which the passenger railway and intercity railway run13000km long by2012. According to the principle of point-line capacity matching, more than1000new railway stations will start construction in our country, so the tasks of railway stations constructions are very arduous. In accordance with the principle of "functionality, systematicness, advancement, culture, economy" formulated by former ministry of railways, the construction of railway station presents many new trends in our country:comprehensive three-dimensional transportation hub, simple and transparent space, both advanced and economical efficiency. So the " bridge-building integrated structure" arise at the historic moment, which is adopted by the new Wuhan station. This new type of structural system gives people a refreshing sense of shock, though brings a lot of problems to the structural construction.
The thesis regarded the construction of bridge-building integrated system in Wuhan station as the object of research, and studied the key technology in this new structure. The main research achievement is as follows:
(1) Through the technical and economic analysis and comparison between the whole bridge construction project and the separate poured integral tensioning construction project, found that the latter project can ensure the construction quality and time limit for the project of three span rigid frame arch bridge, which reduced the input of template, and provided a good traffic environment for the scene. On this basis, the construction project of the three span rigid frame arch bridge in Wuhan station was confirmed, which established the foundation of smoothly construction and completed on schedule for this project.
(2) Take advantage of the time-varying mechanics theory and ANSYS software, the numerical simulation and analysis of the whole construction process that separate poured integral tensioning of three span rigid frame arch bridge in Wuhan station was carried out.The simulation calculation results and analysis conclusions provided a scientific grounding for formulating safety measures in the construction process targeted and improving the efficiency of construction, played an important role in ensuring the safety of the Wuhan station three span rigid frame arch bridge construction and completion on schedule.
(3) Contraposing the complexity and importance of the three span rigid frame arch bridge's template system in the Wuhan station, the template system was designed according to the related specification of both Chinese and English contrast analysis, the British standard was used to confirm the rule of horizontal load value in formwork system design,and the SAP2000and ANSYS11.0software was used to review and optimize the template system design scheme, all of these was for the sake to ensure the design optimization and safe use of complex template system.
(4) Contraposing composition of non-developable surface in the three span rigid frame arch bridge of Wuhan station, in order to meet the stencil palette's high precision requirement of fair-faced concrete, the paper presented the design principle and method of high precision stencil system with complicated structure, and established the template layout, blanking, spellers process and acceptance criteria, which can be a reference of other similar projects system template design.
(5) Contraposing the problem that the conventional moveable formwork in conventional bridge construction can't be used, the paper invented the multi-fulcrum lateral movement formwork with the function of whole demoulding, overall folding, whole lift, overall direction to walk, self-adjustment, free of preloading, which could form the multi-fulcrum technology, no settlement sand box technology, the whole demoulding technology, the overall folding technology, the overall folding technology, the moveable formwork location adjustment technology of the multi-fulcrum lateral movement formwork."Multi-fulcrum lateral movement formwork in the bridge construction"(ZL200910147109.7) and "Adjustable interface template installation structure"(ZL200910157420.X) were granted the invention patent by the state intellectual property office."Preloading sandbox"(ZL201020552516.4) was granted the patent for utility model by the state intellectual property office, which have been successful applied in the construction of three span rigid frame arch bridge of the Wuhan station. The series of achievements meet the requirements of the template system in the group of bridge construction, save the time limit for a project, implement fast turn around of the template, and achieve good technical and economic benefits and social benefits.
(6) Because of the complex shape, dense steel bar distribution (327kg/m3), and high concrete gap (up to11m) of three span rigid frame arch bridge of Wuhan station, and the apparent mass should meet with quality requirements of the original veneer of fair-faced concrete, the paper researched the mixing ratio of self-compacting fair-faced concrete and corresponding technology, which has been successfully applied in Wuhan station project. In the case of large earthwork quantity of the self-compacting fair-faced concrete (6600m3), the long construction duration (almost24months), the paper implemented the concrete apparent of complex special-shaped concrete within the same visual space structure to achieve the requirement and standard of the fair-faced concrete veneer. This perfectly showed the natural texture of fair-faced concrete, and reduced the decorative surface of about145500m2, obtained considerable economic benefit and social benefit.
(7) Combining the requirements of working performance of concrete in the floor filling layer of Wuhan station, the working performance of lightweight aggregate concrete was improved by reasonable selection of raw materials, adjusting the concrete mixing process, adding air-entraining agent and homemade tackifier in concrete,and replacing partly light sand by river sand moderate. At the same time, a new technologyof concret has been developed which has a low apparent density (1160kg/m3) and pumping characteristics."A kind of lightweight aggregate concrete which contains zeolite powder and natural river sand and its preparation method"(ZL200910177544.4) was granted the invention patent by the state intellectual property office. This technique successfully applied in Wuhan station project, improved work efficiency, significantly reduced the weight of the structure, achieved the comprehensive utilization of resources, obtained good technical and economic benefits and social benefits.
本文以武汉站桥建合一式的新型站房结构体系的桥梁施工为研究对象,对桥建合—式的新型站房结构体系中的桥梁施工的关键技术进行了较为深入的研究,主要研究成果如下。
(1)通过全桥整体施工方案与全桥分段浇筑整体张拉施工方案的技术经济分析和比较,发现全桥分段浇筑整体张拉的施工方案可以确保三跨刚构拱形桥的施工质量和工期,节约模板投入,可为现场提供良好的交通环境,据此确立了武汉站三跨刚构拱形桥全桥分段浇筑整体张拉的施工方案,为武汉站三跨刚构拱形桥的顺利施工和按期建成奠定了坚实基础。
(2)利用时变力学理论和ANSYS软件,对武汉站三跨刚构拱形桥分段浇筑整体张拉的施工方案进行了施工全过程模拟分析,施工全过程模拟分析的计算结果和分析结论,对施工过程中有针对性地制订安全保障措施、提高施工效率提供了科学依据,为确保武汉站三跨刚构拱形桥的安全施工和按期建成发挥了重要的指导作用。
(3)针对武汉站三跨刚构拱形桥模板体系的复杂性及其重要性,在进行模板体系设计时,依据中英两国相关规范的对比分析,在模板体系设计中借鉴了英国规范关于临时模板体系水平荷载的取值规定,并利用SAP2000软件和ANSYS11.0软件,对模板体系的设计方案进行复核和优化,确保了复杂模板体系的设计优化和安全使用。
(4)针对武汉站三跨刚构拱形桥是由空间不可展曲面所组成的特点,为了满足饰面清水混凝土对模板面板的高精度要求,提出了复杂结构下高精度模板体系的设计原则及方法,建立了模板放样、下料、组拼工艺和验收标准,可供今后类似工程的模板体系设计借鉴与参考。
(5)针对群桥施工时常规桥梁施工用移动模架无法使用,常规模板支撑体系无法满足群桥施工要求的难题,研发了具有整体脱模、整体折叠、整体升降、整体自行走、多方向自调节、免预压等功能的多支点横向移动模架,并总结形成支撑多支点横向移动模架的多支点支承技术、无沉降砂箱技术、移动模板整体脱模技术、整体下降技术、侧模整体折叠技术、移动模架工位调整技术等六大核心技术成果。其中《桥梁施工多支点横向移动模架》、《可调接口模板安装结构》等成果,已分别获得国家发明专利(ZL200910147109.7)及(ZL200910157420.X)；《预压砂箱》成果,已获得国家实用新型专利(ZL201020552516.4)。该系列成果已在武汉站三跨刚构拱形桥的施工中得到成功应用,满足了群桥施工时对模板体系的各项要求,同时节约了工期,实现了模板快速周转,获得了明显的技术经济效益和社会效益。
(6)针对武汉站三跨刚构拱形桥体型复杂、钢筋密集(327kg/ms)、混凝土落差大(高达llm)的难点和表观质量应达到与原饰面清水混凝土融为一体的质量要求,研发了具有自密实功能的饰面清水混凝土配合比和相应配套技术,并已成功应用于武汉站工程,在自密实饰而清水混凝土方量大(6600m3)、施工持续期长(近24个月)的条件下,实现了复杂异形结构同一视觉空间内混凝土表观达到饰面清水标准的要求,完美地表现了清水混凝土的自然质感,由此取消了约145500m2的装饰面层,获得了可观的技术经济效益和社会效益。
(7)结合武汉站站房楼面填充层混凝土工作性能的要求,通过合理选择原材料、适当调整混凝土搅拌工艺、在混凝土内通过掺加引气剂和自制的增粘剂及适量采用河砂来替代部分轻砂,改善了轻骨料混凝土的工作性能,研发了表观密度较低(1160kg/m3)、且可泵送的LC10轻骨料混凝土配合比和相应配套技术,其中《一种含沸石粉和天然河砂的轻骨料混凝土及其制备方法》已获得国家发明专利(ZL200910177544.4)。该项技术已成功应用于武汉站工程,提高了工作效率,较大地减轻了结构自重,实现了资源综合利用,获得了良好的技术经济效益和社会效益。
With the rapid development of modern railway in our country, national railway mileage reached110000kilometers, of which the passenger railway and intercity railway run13000km long by2012. According to the principle of point-line capacity matching, more than1000new railway stations will start construction in our country, so the tasks of railway stations constructions are very arduous. In accordance with the principle of "functionality, systematicness, advancement, culture, economy" formulated by former ministry of railways, the construction of railway station presents many new trends in our country:comprehensive three-dimensional transportation hub, simple and transparent space, both advanced and economical efficiency. So the " bridge-building integrated structure" arise at the historic moment, which is adopted by the new Wuhan station. This new type of structural system gives people a refreshing sense of shock, though brings a lot of problems to the structural construction.
The thesis regarded the construction of bridge-building integrated system in Wuhan station as the object of research, and studied the key technology in this new structure. The main research achievement is as follows:
(1) Through the technical and economic analysis and comparison between the whole bridge construction project and the separate poured integral tensioning construction project, found that the latter project can ensure the construction quality and time limit for the project of three span rigid frame arch bridge, which reduced the input of template, and provided a good traffic environment for the scene. On this basis, the construction project of the three span rigid frame arch bridge in Wuhan station was confirmed, which established the foundation of smoothly construction and completed on schedule for this project.
(2) Take advantage of the time-varying mechanics theory and ANSYS software, the numerical simulation and analysis of the whole construction process that separate poured integral tensioning of three span rigid frame arch bridge in Wuhan station was carried out.The simulation calculation results and analysis conclusions provided a scientific grounding for formulating safety measures in the construction process targeted and improving the efficiency of construction, played an important role in ensuring the safety of the Wuhan station three span rigid frame arch bridge construction and completion on schedule.
(3) Contraposing the complexity and importance of the three span rigid frame arch bridge's template system in the Wuhan station, the template system was designed according to the related specification of both Chinese and English contrast analysis, the British standard was used to confirm the rule of horizontal load value in formwork system design,and the SAP2000and ANSYS11.0software was used to review and optimize the template system design scheme, all of these was for the sake to ensure the design optimization and safe use of complex template system.
(4) Contraposing composition of non-developable surface in the three span rigid frame arch bridge of Wuhan station, in order to meet the stencil palette's high precision requirement of fair-faced concrete, the paper presented the design principle and method of high precision stencil system with complicated structure, and established the template layout, blanking, spellers process and acceptance criteria, which can be a reference of other similar projects system template design.
(5) Contraposing the problem that the conventional moveable formwork in conventional bridge construction can't be used, the paper invented the multi-fulcrum lateral movement formwork with the function of whole demoulding, overall folding, whole lift, overall direction to walk, self-adjustment, free of preloading, which could form the multi-fulcrum technology, no settlement sand box technology, the whole demoulding technology, the overall folding technology, the overall folding technology, the moveable formwork location adjustment technology of the multi-fulcrum lateral movement formwork."Multi-fulcrum lateral movement formwork in the bridge construction"(ZL200910147109.7) and "Adjustable interface template installation structure"(ZL200910157420.X) were granted the invention patent by the state intellectual property office."Preloading sandbox"(ZL201020552516.4) was granted the patent for utility model by the state intellectual property office, which have been successful applied in the construction of three span rigid frame arch bridge of the Wuhan station. The series of achievements meet the requirements of the template system in the group of bridge construction, save the time limit for a project, implement fast turn around of the template, and achieve good technical and economic benefits and social benefits.
(6) Because of the complex shape, dense steel bar distribution (327kg/m3), and high concrete gap (up to11m) of three span rigid frame arch bridge of Wuhan station, and the apparent mass should meet with quality requirements of the original veneer of fair-faced concrete, the paper researched the mixing ratio of self-compacting fair-faced concrete and corresponding technology, which has been successfully applied in Wuhan station project. In the case of large earthwork quantity of the self-compacting fair-faced concrete (6600m3), the long construction duration (almost24months), the paper implemented the concrete apparent of complex special-shaped concrete within the same visual space structure to achieve the requirement and standard of the fair-faced concrete veneer. This perfectly showed the natural texture of fair-faced concrete, and reduced the decorative surface of about145500m2, obtained considerable economic benefit and social benefit.
(7) Combining the requirements of working performance of concrete in the floor filling layer of Wuhan station, the working performance of lightweight aggregate concrete was improved by reasonable selection of raw materials, adjusting the concrete mixing process, adding air-entraining agent and homemade tackifier in concrete,and replacing partly light sand by river sand moderate. At the same time, a new technologyof concret has been developed which has a low apparent density (1160kg/m3) and pumping characteristics."A kind of lightweight aggregate concrete which contains zeolite powder and natural river sand and its preparation method"(ZL200910177544.4) was granted the invention patent by the state intellectual property office. This technique successfully applied in Wuhan station project, improved work efficiency, significantly reduced the weight of the structure, achieved the comprehensive utilization of resources, obtained good technical and economic benefits and social benefits.
引文
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