商品混凝土浇筑杯口基础方案的探讨

根据商品混凝土塌落度大,流动性增强,导致杯口基础浇筑困难的现状,分析设计构造要求,提出留置施工缝,杯壁混凝土二次浇筑的方案,计算杯壁竖向配筋及抗剪键面积,补强设计杯壁结合面施工缝.     

混凝土结构钢筋腐蚀的抑制措施

混凝土结构钢筋腐蚀是影响结构耐久性和安全性的重要因素之一。根据混凝土结构钢筋腐蚀机理，认为抑制钢筋腐蚀，应控制好混凝土保护层厚度、氯离子含量和混凝土裂缝宽度，并应采取有效措施提高温凝土的密实性、掺入引气剂、合理选择饰面材料等。     

粉煤灰在混凝土中的应用

讨论了粉煤灰在混凝土中应用的机理与优缺点。     

浅谈旧水泥路面沥青砼罩面补强

讨论了对旧水泥砼路面进行沥青砼罩面的施工程序和技术要点。     

水泥砼路面早期破损治理措施的设计

根据水泥砼路面的技术要求，从砼原料、防排水、结构组合与分层厚度等方面阐述了治理水泥砼路面早期破损的设计。     

Finite Element Analysis of Reinforced Concrete Plate Impacted by Block

A new concept of structurally dissipating rock-shed (SDR) was developed by the lab of Tonello IC and LOCIE-ESIGEC (France). To decide the dimension of the plate used in SDR, an ANSYS model which could simulate the impact of rock in the centre of the plate was established by Fabien Delhomme. By using this model, some finite element analyses are carried out in the present paper. Firstly, a plate impacted by a block is numerically simulated, the numerical results obtained from different mesh sizes are compared and the accuracy of the finite element model is verified. Then, the dynamic response of the plate impacted at the boundary and in the medium part is computed. By analyzing the stress in rebar, the most dangerous region of impact of plate was found. For a rectangular plate, the most dangerous region is at the corner of the plate when a block drops in. Finally, the whole deformation process of the plate under dropping block was simulated and a simplified definition (effect zone) to describe the deformation process in different positions of plate was given. From this study, it is found that the impact only affects heavily within the effect zone.     

论法律人格的多重性及其关系

法律人格除了包含传统民法人格理论中所指的主体(狭义之人格)、主体资格(民事权利能力)、人格利益内涵之外,还应包括民事行为能力和民事责任能力之内涵.其中主体(人格)和主体资格(民事权利能力)体现抽象层面上的法律人格,民事行为能力和民事责任能力体现具体层面上的法律人格,而人格利益则是法律人格的内在客体.     

注浆技术的新应用——采用注浆技术加固矸石堆上的房屋基础

注浆技术是对软基础进行加固的一种常用方法。与换基础同时加大放角相比具有较好的经济效益且施工方便。采用注浆技术可加固矸石堆上的房屋基础，阻止煤矸石的自燃。     

哑铃型钢管混凝土拱桥的面内弹塑性分析

本文采用非线性有限元方法对哑铃型钢管混凝土拱桥进行面内弹塑性分析．以解放大桥的中孔拱桥为研究对象,分别考虑了施工阶段和成桥阶段的受力情况,计算了该桥在施工和成桥阶段的弹塑性稳定安全系数,并讨论了不同程度的初始挠度对弹塑性稳定安全系数的影响。分析结果可供哑铃型截面钢管混凝土拱桥的设计建设参考。     

沥青路面施工过程中离析问题的解决

分析307国道沥青路面施工时出现离析现象的原因和危害,并从3个方面提出减少离析及消除其产生后果的方法。经施工证明所采取的方法措施是有效的。