碎石砼的基本特性研究

在研究碎石粒形特性对砼性能的影响及粒形评价指标的基础上,提出了对碎石粒形进行质量分级的建议。同时对碎石砼的一些基本特性进行了具体分析,证明碎石砼更适合于在高强度、高流态的砼工程中应用     

阜康市红山水库溢洪道工程混凝土的质量控制

阜康市红山水库溢洪道工程混凝土施工中采取了一些切实可行的质量控制措施，使工程混凝土总体质量达到优良等级。     

破坏准则的描述新方法

提出了一种描述破坏准则的新方法。它特别适合对混凝土破坏准则的描述。各种应力组合只能在一个有限的平行四边形区域上变化。采用这种描述方法，能够指导试验数据的选取和破坏曲面的拟合。     

有限元法在大型预应力混凝土变截面箱梁计算中的应用

介绍了有限元法的一般原理、分析方法、特点及解题步骤，并结合工程实例，利用有限元软件Super93对荆州长江公路大桥预应力钢筋混凝土变截面箱梁的受力和布筋进行了分析，得出了一些结论，可为同类工程提供可借鉴之经验。     

谈施工缝留置与处理

本文论述了施工缝留置的原则、施工程序及处理施工缝的技术要求。     

沥青混凝土桥面铺装病害分析及预防处治措施

结合当前桥梁设计施工及养护工作的实际情况，分析了当前桥面铺装常见病害的原因及产生的影响，并提出了在针对不同病害的预防措施和病害形成后的处治方法及解决问题的关键所在。     

Preparation Technology of Fiber Toughened Self compacting High strength Concrete

Preparation technology of fiber toughened self compacting high strength concrete was tested by measuring influence of water/binder ratio, sand percentage, and steel fiber content on spread, T500 time , U shape value, and L shape value of fresh concrete. Mechanical properties were analyzed in case of different water/binder ratio, sand percentage, and steel fiber content. The test results show that suitable W/B and sand percentage were necessary to satisfy self compacting performance of the fresh concrete. With the increase of steel fiber content, the compressive strength and flexural strength were improved while workability of fresh concrete was cut down. Steel fiber toughened self compacting high strength concrete was prepared successfully with a strength grade of CF90 and a flexural strength of more than 11.0 MPa.     

Experiments on cleaning tunnels with dry ice

Vehicle exhaust,dust and grease in tunnels are hard to be degraded,thus there will be more and more pollutants and the traffic safety will be influenced. Therefore,regularly cleaning tunnels is important for guaranteeing the traffic safety in tunnels. A tunnel cleaning method with dry ice is proposed,and a model of dry ice cleaning tunnel is developed based on the physical,chemical and cleaning properties of dry ice. Some experiments about the surface hole,surface temperature and the uniaxial compressive strength of the concrete are conducted. The surface damage and the compressive strength of the concrete is researched after the cleaning process. The test results show that：the dry ice cleaning method can thoroughly clean the surface of concrete;the surface damage and the compressive strength is little influence by the temperature and dry ice micro blasting. So dry ice cleaning method can be used for cleaning tunnel.     

新型菊芋秸秆-烟煤混合固体燃料添加剂的选择与燃烧性能分析

在研制新型菊芋秸秆-烟煤混合固体燃料的基础上,筛选不同添加剂[MgCO3、CaCO_3、Al2O_3、Al_2Si_2O_5(OH)_5]优化燃料,以提高生物质混合固体燃料的燃烧性能。将四种添加剂以3%比例(质量比)与菊芋秸秆-烟煤混合固体燃料混合,比较了不同添加剂对混合固体燃料的灰分、结渣率、放热量、烟黑、灰熔点、烟气成分等的影响。结果表明:四种添加剂对酸性气体有明显的吸附作用,且能有效降低混合固体燃料的结渣率,其中CaCO_3添加剂使混合固体燃料的灰分含量、烟黑的林格曼指数下降最为明显。这表明,CaCO_3添加剂能有效缓解混合固体燃料中的灰分、烟黑、酸性气体的生成,提高其燃烧性能,是一种较为理想的新型菊芋秸秆-烟煤混合固体燃料添加剂。     

抵抗弯矩叠加法——水工钢筋混凝土结构设计中的一种新方法

以受弯构件正截面承载力计算为例,对传统的基本公式代入法和抵抗弯矩叠加法在水工钢筋混凝土结构配筋计算中的适用性进行了比较分析,结果表明:基本公式代入法求解过程易于发生计算错误.而抵抗弯矩叠加法遵循“先分解,后叠加”原理,将复杂的应力图形分解为几个简单应力图形,然后将所得结果依次求解,进行叠加,使得计算过程清晰、简洁,很大程度上提高了计算的准确性,实用性很强.