未脱墨废人民币纸浆配抄瓦楞原纸

为增加造纸工业的纤维原料来源并充分利用废人民币纸,本文对未脱墨废人民币纸浆配抄瓦楞原纸进行了初步的研究。采用5%氢氧化钠和硫酸溶液对废人民币纸进行化学预处理,再经PFI磨机械疏解后得到未脱墨的废人民币纸浆。采用纤维形态分析仪对未脱墨废人民币纸浆的纤维长度、宽度及其分布进行了分析检测。通过在废新闻纸浆中配加不同比例的未脱墨废人民币纸浆考查瓦楞原纸的质量指标,并对不同的纸浆配比进行分析。结果表明,废人民币纸浆的纤维长度在机械疏解过程中损失较多,只相当于草类原料化学浆的纤维长度。抄造定量为120 g/m2的瓦楞原纸,当废人民币纸浆配比增加时,瓦楞原纸的裂断长和环压指数均下降,废人民币纸浆的配抄比例控制在40%左右时,可以满足D级瓦楞原纸对裂断长和环压指数的要求。虽然废人民币纸浆的成纸强度较低而导致瓦楞原纸的强度指标下降,然而由于其原料价格较低,有利于降低瓦楞原纸的生产成本。     

Tests During Three Stages of Construction of a Road Bridge with a Flexible Load-Carrying Structure Made of Super Cor Type Steel Corrugated Plates Interacting with Soil

The way in which a new road bridge made of steel corrugated plates Super Cor type was tested during the three stages of its construction is described and the test results are presented. Backfill in construction Stage I and two ballasting vehicles in Stages II and III constituted the loads. The box bridge spans the Bystrzyca Dusznicka River in Polanica Zdroj, Poland. The span’s effective length is 12.27?m and its vertical inside diameter is 3.85?m. The steel span is founded on two reinforced concrete strip foundations. The average values of the displacements and strains (normal stresses) measured in selected points and on selected elements of the steel shell structure were much smaller than the ones computed for the same load. The conclusions drawn from this research can be helpful in determining the interaction between the steel shell and the backfill. Since this type of steel–soil structure is increasingly used in Poland and in the world, the conclusions can be generalized to a whole class of similar bridge designs.     

浅淡卷材平屋面渗漏的防治

本文针对江西铜业集团公司德兴铜矿部分办公楼、职工居住楼卷材防水屋面使用中出现的渗漏问题, 分析查找原因,从设计、施工、管理等方面提出了具体的预防、处理措施,以保证卷材防水屋面的质量,满足用户使 用要求。     

Behavior of bridge girders with corrugated webs under monotonic and cyclic loading

The focus of this study is to investigate the behavior of plate girders with trapezoidally corrugated webs under fatigue loading. Six girders were tested under both monotonic and cyclic four-point loading arrangements. A relationship between the stress range, F_r, and the number of cycles to failure, N, was developed for the girders. The results from the fatigue tests were related to the current AASHTO specifications and compared with the test results of different types of girders carried out by others. Nonlinear finite element analyses were conducted to study the effects of the different geometrical parameters of this type of girders on the stress concentrations at different locations and to explain the findings of the experimental study. Two sources of stress concentration leading to fatigue cracking were isolated and evaluated; one is dependent on the radius of curvature between the web folds and the other depends on the inclination angle of the inclined fold. An analytical technique based on fracture mechanics is also proposed to enable designers to determine the fatigue life of corrugated web steel girders.     

瓦楞型盘具的设计

介绍了瓦楞型电缆盘具的构造及设计的步骤与方法并给出了计算实例.     

城市经营中土地资源的可持续利用研究

城市土地的可持续利用是可持续发展的一个重要组成部分。本文给出了在城市经营过程中,城市土地利用存在的问题、城市土地可持续利用的原则,并给出了城市土地资源可持续利用的对策和建议。     

Torsional Design of Hybrid Concrete Box Girders

Hybrid concrete box-girder bridges that include prestressed slabs and corrugated steel webs provide a major improvement over traditional prestressed concrete box-girder bridges. To reduce the self-weight, high strength concrete is used for the top and bottom slabs and corrugated steel webs are employed for the webs. Because the weight of the girders has been reduced, the span length can be increased for more cost-effective design. A series of systematic tests on hybrid concrete box girders subjected to torsion has been performed. According to the test results, an analytical model was developed. Using the developed analytical model, a step-by-step procedure for torsional design of such bridges is presented in this article. Based on the design procedure proposed, a girder is designed by the analytical model and checked to satisfy structural codes.     

高速单面瓦楞机系统的研究与发展

对高速单面瓦楞机的设计及生产技术的研究现状作出综述，包括瓦楞辊的齿廓形状、啮合理论、中高度的计算、中心距的计算、各阶振动固有频率和各阶振型的确定等有关运动学和动力学方面的内容，并提出今后研究的重点和方向。     

In-Situ Load Testing of Corrugated Steel Pipe-Arch Culverts

A large number of corrugated metal pipe-arch culverts are located under highways. This study investigates the field performance of four existing pipe-arch culverts under static and dynamic loads. Effects of various parameters were considered in selection of the culverts, including backfill height, loading conditions, age of placement, and culvert geometry. Static loads were applied at ten different locations above each culvert using heavily loaded test trucks. Six dynamic tests were conducted at speeds varying from 8 to 64?km/h. A portable instrumentation frame was installed inside each test culvert to monitor the deflections at five critical locations. During each test, strains were also measured using 14 strain gauges. Test results indicated that culvert response was influenced significantly by the backfill height. Nearly symmetrical deflection patterns were recorded for symmetrical loading about the longitudinal vertical plane through the crown. The maximum static deflections were larger than the maximum dynamic deflections for each culvert.     

Behavior of Corrugated Web I-Girders under In-Plane Loads

A theoretical formulation of the linear elastic in-plane and torsional behavior of corrugated web I-girders under in-plane loads is presented. A typical corrugated web steel I-girder consists of two steel flanges welded to a corrugated steel web. Under a set of simplifying assumptions, the equilibrium of an infinitesimal length of a corrugated web I-girder is studied, and the cross-sectional stresses and stress resultants due to primary bending moment and shear are deduced. The analysis shows that a corrugated web I-girder will twist out-of-plane simultaneously as it deflects in-plane under the action of in-plane loads. In the paper, the in-plane bending behavior is analyzed using conventional beam theory, whereas the out-of-plane torsional behavior is analyzed as a flange transverse bending problem. The results for a simply supported span subjected to a uniformly distributed load are presented. Finally, finite element analysis results are presented and compared to the theoretical results for validation.