济南建邦黄河公路大桥主桥斜拉桥辅助墩顶超重主梁施工控制措施

济南建邦黄河大桥主桥是一座三塔、双索面的预应力混凝土梁斜拉桥,跨度布置为53.5＋56.5＋2×300＋56.5＋53.5m,中塔处为塔梁墩固结。主梁采用前支点挂篮进行施工,边跨合龙段位于过渡墩与辅助墩之间,中边跨合龙有一定难度。墩助墩顶主梁较重,施工难度大,本文主要介绍了该桥辅助墩顶超重主梁施工的方法及控制的措施。     

CFRP筋在活性粉末混凝土中的锚固性能

针对碳纤维增强塑料CFRP(Carbon Fiber Reinforced Polymer/Plastics)作为预应力筋或拉索时的锚固问题,提出了以活性粉末混凝土RPC(Reactive Powder Concrete)作为粘结介质的粘结式锚具.静载试验详细研究了CFRP筋的表面形状、锚固长度、根数和间距以及套筒内壁倾角等参数的变化对RPC的锚固性能的影响.试验结果表明,CFRP筋的表面形状对锚固性能的影响最为显著;对于抗拉强度不大于3 000 MPa的表面压纹CFRP筋,其临界锚固长度约为20倍CFRP筋直径;双根压纹CFRP筋锚固时的合理筋间距不宜小于1倍CFRP筋直径;本文提出的平均粘结强度和临界锚固长度计算公式具有较好的适用性.     

漕河渡槽弧段三向预应力结构设计

为了满足漕河渡槽的抗裂要求，考虑了最不利温度作用与7种荷载工况，对漕河渡槽弧段作了系统的结构计算，在三个方向上均配置了预应力筋，最后采用有限单元法对槽身混凝土作了应力复核。分析计算表明：内力及配筋分布比较合理；混凝土应力满足规范要求。     

碳纤维增强混凝土受弯构件正截面承载力设计

提出碳纤维筋的抗弯设计强度的确定方法 ,阐述了碳纤维筋增强混凝土受弯构件的设计方法和设计所需的注意事项     

双菌种发酵提高造纸法烟草薄片品质的研究

[目的]为卷烟生产肥料的再利用提供参考依据。[方法]使用木质素降解菌及降烟碱杆菌发酵处理造纸法烟草薄片生产原料,探讨木质素降解菌、降烟碱杆菌单独发酵处理及2种菌共同作用对提高烟草薄片内在品质的影响。[结果]木质素降解菌及降烟碱杆菌均可在一定程度上改善烟草薄片内在品质,双菌种发酵能明显改善烟草薄片的内在品质。原料经发酵粗酶液处理后,木质素和烟碱含量下降,刺激性明显减轻,口感变好,香气变浓,内在品质明显提高。[结论]木质素降解菌及降烟碱杆菌双菌种发酵能明显改善烟草薄片的内在品质。     

Construction Stage Analysis on Replacement of Closure Segment in Prestressed Concrete Cable-stayed Bridges

To deal with failure of wet joint between a closure segment and its neighboring segments of main girder in an existing prestressed concrete cable-stayed bridge, the technology on replacement of closure segment was presented. In order to analyze structural characteristics of this technology, its technical approaches and construction key points were introduced. Then a FEM model for a typical prestressed concrete cable-stayed bridge was established, and a construction stage analysis method was given in detail, including establishing a structural basement calculation model for replacement of closure segment and simulating its construction procedures. Based upon calculation results, variations of some structural state parameters with construction stages, such as deck deflection of main girder, longitudinal horizontal displacement at the top of pylons, cable forces, were analyzed. The results showed, this method could reflect actual change process of structural state and existing inspected results of cable-stayed bridge, and FEM results could well meet with construction monitoring results during replacement of closure segment. Thus variations of structural characteristics with construction stages could actually be revealed. This method could provide references for design and construction control of replacement of closure segment in existing prestressed concrete cable-stayed bridges.     

Experimental Analysis on Bending Capacity of Unbonded Prestressed Concrete Beams with HRBF500 Steel Bars

The bending capacity tests on ten simple supported beams were conducted to investigate the damage characteristics, prestress increment, beading capacity and displacement ductility of unbounded prestressed concrete beams with HRBF500 steel bars. The results show that the HRBF500 steel bars has yielded before the limit state. The concrete in compression zone crushes upon the broken of the beams, which shows a sudden damage mode. The measured ultimate stress increments of unbounded tendons are in linear relationship with the comprehensive reinforcement ratio index, while the values of the ultimate stress increments are obviously higher than those values specified in the code GB50010-2010, and the average ratio of predicted values to testing values is about 0.35. The mid span deflection upon yielding of the beams is large, while the displacement ductility is bad and the average value of the displacement ductility ratio is 1.67. The displacement ductility ratio decreases with the increases of the comprehensive reinforcement ratio index. Based on the experimental results, the proposed calculation formula of ultimate stress increments of unbounded tendons was established, and it is in good agreement with the experimental results when the testing value is less than 450 MPa.     

Dynamic Finite Element Model Updating of Prestressed Concrete Continuous Girder Bridge Based on Real-Coded Accelerating Genetic Algorithm

The dynamic finite element model (FEM) of a prestressed concrete continuous girder bridge (PCCGB), named Zhangjiagang river main bridge, was established and updated based on the results of field ambient modal testing using real-coded accelerating genetic algorithm (RAGA), which objective function was defined based on frequency index and correlation coefficient index for evaluating the updated FEM. The dynamic FEM of the bridge was updated based on seven experimental modal parameters. The prediction ability of the updated FEM were evaluated based on three experimental modal parameters. The updated results and prediction ability of updated FEMs indicated that they can reflect adequately the dynamic characteristics of actual PCCGB by using the above objective function and RAGA.     

Suggestion for Moment Modulation of Prestressed Concrete Continuous Beams

Based on the information from China and overseas,a design suggestion for moment modulation of post-tensioned prestressed concrete continuous beams with bond has been put forth in this paper. The result calculated by the suggestion is consistent with the result of varying rigidity method.     

A Study on the Test Method of Post-tensioned Prestressed Concrete Continuous Beam

A test method of post-tensioned prestressed concrete continuous beam is presented in this paper.In the test,the prestressed secondary moment is established by adjusting middle support height.The prestressed concrete continuous beam built by the method is equivalent to the beam in practice.