土木工程学报模板格式

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最常用的规bai格二种： 915mm*1830mm 厚度14mm-18mm ； 1220mm*2440mm 厚度16mm-20mm 。木模板du它由面板和支撑系统组成，zhi面板是使混凝土成形dao的部分；支撑系统是稳固面板位置和承受上部荷载的结构部分。模板的质量关系到混凝土工程的质量，关键在于尺寸准确，组装牢固，拼缝严密，装拆方便。应根据结构的形式和特点选用恰当形式的模板，才能取得良好的技术经济效果。大型的和特种工程的模板及支撑系统要进行计算，验算其刚度、强度、稳定性和承受侧压力的能力。木模板材质要求1、基础模板采用松木板，杨木板，桉木板，地梁侧板厚度为20mm。2、主体梁底模板采用松木板，底模板厚度为40mm，柱模板及楼层模板采用机制木模板（九夹板）模板厚度为12mm。3、支撑系统采用杉原木，小头直径不小于70mm，拉接采用小方木规格400×500mm，其中底层支撑系统为钢管支撑。4、木模板及支撑系统不得选用脆性，严重扭曲和受潮变形的木材。

邵旭东“桥梁现状动态识别的试验研究(Experimental Study onDynamic Identification of Existing Bridges)” 土木工程学报（China Civil Engineering Journal）V 26, N 3, 1993, 40- 邵旭东、邓军、李立峰、蒋自雄“自锚式悬索桥主缆锚固结构研究（Cable anchorage structureof self-anchored suspension bridge）”土木工程学报（China Civil Engineering Journal），V39,N7,2006 pp81- 邵旭东、张伟、邓军、彭聪“二次预应力梁的徐变和承载力试验研究（Experimental Research onthe Creep Behavior of Twice Prestressed Concrete Beam）”,土木工程学报（China Civil Engineering Journal），V39,N8,2006 pp81-彭旺虎、邵旭东、李立峰、张阳“无背索斜拉桥的概念、设计与施工（The concept, design, and constructionof cable-stayed bridges without backstays）”土木工程学报（China Civil Engineering Journal）V 40, N 5, 2007, 26-李立峰、邵旭东“正交异性闭口加劲板的承载力分析理论及试验研究（Theoreticalstudy and model test on the capacity of orthotropic U-rib stiffened plates）”土木工程学报（China Civil Engineering Journal）V 40, N 6, 2007, 42-邵旭东、彭建新、晏班夫、李立新“基于全寿命成本的桥梁车道数决策研究（Planning decision based on life-cyclecost for deteriorating bridges）”土木工程学报（China Civil Engineering Journal）V 41, N 10, 2008, 45-金晓勤、邵旭东“半整体式全无缝桥梁研究（A study of fully jointless bridge-approach system withsemi-integral abutment）”土木工程学报（China Civil Engineering Journal）V42, N 9, 2009, 68-彭建新、邵旭东、张建仁“气候变化、CO2排放及其对碳化腐蚀的钢筋混凝土开裂和时变可靠度的影响（Climate change, CO2 emission and effects oncarbonation-induced cracking and time-dependent reliability of reinforcedconcrete structures）”土木工程学报（China Civil Engineering Journal）V43, N 6, 2010, 74-邵旭东“钢筋混凝土杆系结构极限承载力高精度分析(Refined Analysis of FullRange for RC Framed Structures)” 中国公路学报(China Journal of Highway andTransport) V6,N4, 1993, 45- 邵旭东“钢筋混凝土和预应力混凝土桥梁承载能力的系统识别和计算(Full-Range Dynamic and Static Identification of Bridge Bearing Capacity)” 中国公路学报(China Journal of Highway andTransport) 1997,10（3）, 66- 邵旭东、李立峰、张伟“二次预应力组合结构试验研究(Analytical Theory and Test Study of Double Prestressed CompositeStructure)”中国公路学报(ChinaJournal of Highway and Transport)2006,19(1), pp75- 张阳、邵旭东、蔡松柏、胡建华“大跨桁式钢管混凝土拱桥空间非线性有限元分析（Spatial Nonlinear FiniteElement Analysis for Long-Span Trussed CFST Arch Bridge)”中国公路学报(China Journal of Highway andTransport)2006,19(4), pp65-邵旭东、曾田胜、李立峰、彭旺虎“斜拉桥预应力索塔优化布束方式研究（Study of Optimal Arrangement of Prestressed Concrete Pylon forCable-Stayed Bridge）”中国公路学报(ChinaJournal of Highway and Transport)V14,N2,April2001, 40- 易笃韬、邵旭东、李立峰、许春绵“软土地基上桥台桩基受力算法研究（Research on Algorithm forMechanics of Abutment Pile Foundation on Soft Ground）”中国公路学报(China Journal of Highway andTransport) V20,N5,S 2007,59- 张阳、邵旭东、王皓磊、昌颖“大悬臂钢—混凝土组合脊骨梁的剪力滞效应（Shear Lag Effects inSteel-concrete Composite Spine Girder with Long Cantilevered Flanges)”中国公路学报(China Journal of Highway andTransport)2008,21(3), pp57- 邵旭东、王皓磊、昌颖、张阳“多排预应力波形钢腹板组合挑梁试验及力学特性分析（Experiment and MechanicalCharacteristic Analysis of Multi-cantilever Prestressed Composite Beams withCorrugated Steel Webs)”中国公路学报(ChinaJournal of Highway and Transport)2008,21(4), pp67- 邵旭东、占雪芳、金晓勤、陈志新“带地梁的新型无缝桥梁温度效应研究(Temperature Effectof Innovative Semi-Integral Abutment Jointless Bridge with Ground Beam)”中国公路学报(China Journal of Highwayand Transport)2010,23(1), pp43-蔡松柏、程翔云、邵旭东“П形梁剪力滞效应的解析解（An Analytical Solutionfor Shear Log Effects of Flat-Arch-Shaped Beam Bridge）”工程力学（Engineering Mechanics）,V20,N5, 2003,82-彭建新、邵旭东、程翔云、黄政宇“钢管混凝土拱肋徐变研究（Creep behavior of concrete-filled steel tubular arch rib）”工程力学（EngineeringMechanics）,V24,N6, 2007, 79-邵旭东、昌颖、张阳、王浩磊“多排预应力波形钢腹板组合挑梁承载能力试验研究（Experimental study on load capacity of prestressed multi-cantilevercomposite beam with corrugated steel web”工程力学（EngineeringMechanics）,V25,N7, 2008, 110-邵旭东、彭建新、晏班夫“基于结构可靠度的劣化桥梁维护方案成本优化研究（Structural Reliability-based Life-cycle Cost Optimization ofMaintenance Interventions for Deteriorating Bridges ”工程力学（EngineeringMechanics）,V25,N9, 2008, 149-邵旭东、李显潮、周亚栋“二次预应力组合结构在高速铁路桥梁上的应用研究(Application of TwicePrestressed Composite Structure to High Speed Railway Bridges)”，铁道科学与工程学报（Journal of Railway Scienceand Engineering）2006,3(6)，pp1-邵旭东、周里鸣、李立峰“薄壁空心板纵向裂缝的畸变分析与试验研究（Experimental Test and Distortion Analysisfor Longitudinal Cracks of Thin-walled Hollow Slab）”,公路(Highway), 2007年第3期，pp59-李立峰、邵旭东“斜拉桥小尺寸预应力索塔的布束设计及试验研究（Design and Experimental Study on Arrangement of PrestressedConcrete Pylon with small scale for Cable-Stayed Bridge”, 公路(Highway), O2000, 1-李立峰、邵旭东、赵 华、彭旺虎“长沙湘江南大桥V形腿设计与分析(Analysisand Design of Support with V-shaped for South Bridge over Xiangjiang River)”, 公路(Highway), N2002, 32-邵旭东、刘海波、李立峰“二次预应力技术应用于桥梁结构的探索研究(Approach of Twice PrestressedTechnique Applied in Bridge Engineering”, 公路(Highway),March 2003, 89-孙晓珍 邵旭东 晏班夫“海洋环境下基于可靠度的混凝土结构耐久性评估（Reliability-baseddurability assessment of reinforced concrete structure in marine environment）”,公路(Highway), 2007年第3期，pp141-邵旭东、张欣、李立峰“开口加劲板稳定极限承载力分析”,公路(Highway), 2005年第7期，pp1-邵旭东、陈爱军、李立峰“长沙市洪山大桥的创新设计”，中外公路，2005年25卷第2期Pp68-邵旭东、昌颖、张阳“预应力波形钢腹板组合挑梁结构的探索性研究”，中外公路，2005年25卷第2期pp68-邵旭东、张中“王村特大桥单肋拱合龙吊装设计(Erection Design of Connecting Single-ribbed Arch for Long Span WangcunBridge”中外公路（Journalof China and Foreign Highway）V24,N153 June2004,11-邵旭东、李立峰、彭旺虎、陈爱军“竖琴式斜拉桥——长沙洪山大桥的设计与施工”，桥梁，2005年4期 邵旭东、李立峰、成尚锋，胡建华“钢管混凝土拱肋徐变问题研究”湖南大学学报（增刊），32（6），pp113-金晓勤，邵旭东，陈华辉，林辉 整体式无缝桥梁新技术的初步试验研究 湖南大学学报（自然版），2006，33（4）：1-邵旭东“长沙湘江南大桥桥型方案论证(Scheme Demonstration ofBridge Type of South Bridge over Xiangjiang River” 湖南大学学报(Journal of Hunan University), V25,N2, April 1998, 83-邵旭东、李立峰、赵 华“长沙市洪山桥竖琴式斜拉桥的设计(Design of Harp Style Cable Stayed Hongshan Bridge)”湖南大学学报(Journal of Hunan University), V28,N4, A 2001, 88-陈星烨、邵旭东“大跨度斜拉桥地震动线性与非线性响应分析(Long Span Bridge Linear andNonlinear Respond Analysis While Earthquake)”湖南大学学报(Journal of Hunan University), V29,N2, April2002, 100-彭建新、邵旭东、晏班夫“使用概率模型的桥梁维护成本计算方法研究(Calculation method for bridgemaintenance cost using on probability model)”湖南大学学报(Journal of HunanUniversity), V36,N4, April 2009, 13-周亚栋、邵旭东、刘海波“预应力混凝土低高度梁桥结构形式比较研究(Comparative Study of theStructural Types of Prestressed Concrete Low-height Beam Bridge)”湖南大学学报(Journal of HunanUniversity), V37,N8, Aug 2010, 6-周亚栋、邵旭东、聂美春“一种新型预应力混凝土叠合梁设计与应力分析（Design and Stress Analysisof a New Type Prestressed Concrete Composite Beam）” 工业建筑(Industrial Construction), V40,N8, Aug 2010,64-邵旭东、肜辉、张阳、曾田胜“低回缩预应力锚具锚下混凝土应力的试验研究(Experimental Study of Concrete Stress under Low RetractingPre-stress Stranded Anchorage )”湖南大学学报(Journal of Hunan University), V37,N2, F 2010,01-周亚栋、邵旭东、聂美春、杨建军“2次预应力简支组合梁受力性能与技术经济分析（Mechanical Behavior and Techno-economic Analysis ofTwice-prestressed Simply Supported Composite Beam）”土木建筑与环境工程(Journal of Civil,Architectural & Environmental Engineering), V31,N6, D 2009,07-邵旭东、刘俊珂“计入加劲肋的圆孔蜂窝组合梁强度简化计算（Reduced Computation ofthe Strength of Circular Hole Castellated Composite Beams with Stiffened Webs）”湖南大学学报(Journal of Hunan University), V36,N9, S 2009,07-彭旺虎、邵旭东“无背索斜拉桥稳定分析的能量法(Energy Method for StabilityAnalysis of Cable-stayed Bridge without Backstays)”工程力学(Engineering Mechanics), V26,N2, F2009, 158-邵旭东“新型空间壳体结构天桥的分析与设计(Analysis and Design of a3D Shell-Structure Footbridge)”中南公路工程(Central South Highway Engineering),V22,N1, March 1997, 26-经柏林、邵旭东、鲍卫刚“变截面长悬臂宽箱梁桥翼缘有效宽度研究(Study on Effective Width of Flange for Wide Box-Section Beam Bridge )”中南公路工程(Central South Highway Engineering),Vol23,N4, D 1998, 24-李立峰、邵旭东 “中承式拱桥轴线偏离后拱圈内力调整措施和计算(Calculation and Adjustment ofInternal Forces in Arch Ring of Half-through Arch Bridge with deflected axialline” 中南公路工程(Central South Highway Engineering),Vol26,N1, J 2001, 40-李立峰、邵旭东、程翔云“砼箱形梁桥的温度梯度研究(Studies of the Thermal Gradientin Concrete Box Girder Bridge)” 中南公路工程(Central South Highway Engineering),V26,N4, D2001, 38-邵旭东、易笃韬、李立峰、许春绵“软土地基桥台受力分析（Structural Analysis of Abutment in Soft Clay”中南公路工程(CentralSouth Highway Engineering),V29,N2, June 2004, 37-40+邓继华、邵旭东、张鹏“无横撑下承式系杆拱侧倾稳定实用计算方法（Applied Calculation Method for LateralStability of Non-range-spacer Through Bowstring Arch）”中南公路工程(CentralSouth Highway Engineering),V29,N2, June 2004, 48-邵旭东、张欣、李立峰“斜拉索索状态的精确计算（Accurate calculation of cable state ofcable-stayed bridge）中南公路工程(Central South Highway Engineering),V30,N1, 2005, 33-35, 金晓勤、邵旭东“整体式无缝桥梁的研究与应用(Study and Practice on IntegralAbutment Bridge)” 重庆交通学院学报(Journalof Chongqing Jiaotong University),V21,N3,S2002, 7-罗广发、李立峰、陈昌富、邵旭东“软土地基桥台的病害及受力分析(Analysis of deficiency forAbutment located on soft-ground” 重庆交通学院学报(Journalof Chongqing Jiaotong University),V22,N2,June 2003, 72-邵旭东、李立峰、鲍卫刚“混凝土箱形梁横向温度应力计算分析(Calculation and Analysisof Transverse Temperature Stress for Concrete Box Girder)”重庆交通学院学报(Journal of Chongqing JiaotongUniversity),V19,N4,D 2000, 5-邵旭东、成尚峰、李立峰“钢筋混凝土拱肋节段模型试验(Model Test of Concrete-FilledSteel Tube Arch Rib Segment)” 长安大学学报,V23,N4, July 2003, 34-孟 杰、赵明华、邵旭东“砂桩复合地基防止桥头跳车的研究(Study on Sand Pile compositionGround to prevent jumping at BridgeApproach” 西安公路交通大学学报V21,N2, April 2001,41-邵旭东、邓军、李立峰、马竞“二次预应力超薄梁徐变效应试验研究（Experimental Research on the Creep Effects of the Double PrestressedLow Height Beam）公路交通科技（Journalof Highway CommunicationTechnology），22(4),2005,pp53-张阳、邵旭东“带波形钢腹板挑梁的钢－混凝土组合脊骨梁设计计算方法（Calculation Method for Steel-concreteComposite Spine Girder Possessing Cantilevered Beams with Corrugated Steel Webs）公路交通科技（Journalof Highway andTransportation Research and Development），25(9),2008,pp85-张阳、邵旭东、李立峰“混凝土箱肋拱桥加固改造方法探讨（Discussion ofStrengthening of Concrete Box Rib Arch Bridge）公路交通科技（Journal of Highway and TransportationResearch and Development），26(3),2009,pp68-彭旺虎、邵旭东、胡建华“大跨悬索桥桁架加劲梁的选型和设计（Type Selectionand Design of Stiffening Trusses for Long-span Suspension Bridge）公路交通科技（Journal of Highway and Transportation Research and Development），26(3),2009,pp80-邵旭东、李斌、曾田胜、张阳、张贵明“低回缩预应力钢绞线锚具应用于腹板竖向预应力的应力场的计算与实测（Calculationand measure of web vertical stress field using low retracting prestressedanchorage）公路交通科技（Journalof Highway CommunicationTechnology），26(9),2009,pp91-邵旭东、蔡松柏、沈蒲生、张阳“NFEM中荷载增量法和位移增量法的统一迭代格式(AnUnified Iteration Scheme for Load/Displacement Incremental Method of NonlinearFEM)”工程与科学中的计算力学(ComputationalMechanics in Engineering andScience),2003,244-刘光栋、邵旭东“竖琴式斜拉桥的设计构思与关键技术研究(KeyTechnique of Harp Style Cable Stayed Bridge)”第十一届全国结构工程学术会议论文集(Proceedings of the Eleventh nationalconference on structural Engineering),2002, 21-邵旭东/金晓勤“整体式（半整体式）无缝桥梁的研究与实践(Approachand Practice in Jointless Integral and Half-integral Abutment”洞庭湖大桥学术论文集(Proceedingsof Dongting BridgeSymposium),2001,74-赵 华、邵旭东“钢筋混凝土拱结构极限承载力分析(Analysis of Ultimate Bearing Capacity forReinforcement Concrete Arch”洞庭湖大桥学术论文集(Proceedingsof Dongting BridgeSymposium),2001,174-邵旭东、陈忠平、李立峰“钢－混叠合脊骨梁承受压弯荷载时的局部稳定性分析与试验(Analysisand Experiment of LocalStability for Composite Steel-concrete GirderCarrying Compressive-flexural Loads) ”全国桥梁学术讨论会论文集(Proceedings of Annual Conference ofBridge and Structure Institute of China),2001, 609-邵旭东、李立峰、赵华、彭旺虎、郭棋武“长沙洪山大桥（无背索斜塔斜拉桥）设计”全国桥梁学术讨论会论文集(Proceedings of Annual Conference ofBridge and Structure Institute of China),2000, 129-赵艳、邵旭东“长沙洪山桥行车道板－大悬臂钢混叠合梁的内力计算分析”全国桥梁学术讨论会论文集(Proceedings of Annual Conference ofBridge and Structure Institute of China),2000, 177-邵旭东，李立峰，彭旺虎，“广东省连州市城北大桥的加固”全国桥梁学术讨论会论文集(Proceedings of Annual Conference ofBridge and Structure Institute of China),1999, 827-邵旭东“长沙湘江南大桥技术经济分析”全国桥梁学术讨论会论文集(Proceedings of Annual Conference ofBridge and Structure Institute of China),1997, 38-张立乾、邵旭东“大跨桥梁混凝土梁桥的后期徐变问题研究”全国桥梁学术讨论会论文集(Proceedingsof Annual Conference of Bridge and Structure Institute of China),1997,321-邵旭东、李立峰、程翔云、胡建华“岳阳洞庭湖大桥预应力索塔分析”全国桥梁学术讨论会论文集(Proceedings of Annual Conference ofBridge and Structure Institute of China),1997, 326-李立新、李立峰、邵旭东“衡阳湘江三桥预应力空心索塔的分析研究”全国桥梁学术讨论会论文集(Proceedings of Annual Conference ofBridge and Structure Institute of China),1997, 331-经柏林、鲍卫刚、郑绍硅、邵旭东、程翔云“变截面长悬臂宽箱梁翼缘有效分布宽度分析”全国桥梁学术讨论会论文集(Proceedings of Annual Conference ofBridge and Structure Institute of China),1997, 340-李立峰、邵旭东“大跨桥梁几何非线性试验与分析”全国桥梁学术讨论会论文集(Proceedings of Annual Conference ofBridge and Structure Institute of China),1995, 413-邵旭东、程翔云、黎莉“柳州市文惠桥—钢管混凝土中承式拱桥挠度的检测与分析”全国桥梁学术讨论会论文集(Proceedings of Annual Conference ofBridge and Structure Institute of China),1995, 422-金晓勤、邵旭东“注册结构工程师考试中桥梁结构的复习要点”，工程建设标准化 2002年2月N1,pp43- 孟 杰、赵 华、朱 平、邵旭东“桂林解放大桥的施工监测”全国桥梁学术讨论会论文集(Proceedingsof Annual Conference of Bridge and Structure Institute of China),2001,pp 250-邵旭东、彭建新“基于寿命周期成本（LCC）的桥梁设计方法研究”，中国公路学会桥梁和结构工程分会2005年全国桥梁学术会议论文集，Ji-Hua Deng, Xu-Dong Shao, Song-BaiC“Co-roatational procedure for finite element analysis of triangularplane element of large displacement”The 4th International Symposium on Lifetime Engineering of CivilI10, 857-Xue-FangZhan, Xu-Dong Shao, Xiao-Qin J “The settlementanalysis of approach slab of innoviative jointless bridge under traffic loadand temperature”The 4th International Symposium onLifetime Engineering of Civil Infrastructure,10, 844-Ya-dongZhou, Xu-Dong Shao, Jian-Jun Yang, Jian-Xin P “State-of-practiceon twice prestress technology”The 4th International Symposium on Lifetime Engineering of Civil Infrastructure,10, 837-843Yun-Yao Hu, Xu-Dong Shao, Jian-Hui L “Stress on the contact surface caused by creep effectof twice-prestressed”The 4th International Symposium on LifetimeEngineering of Civil Infrastructure, 10, 818-825