索道驱动电机底板螺栓荷载的计算

从索道驱动电机安装的实际结构出发，建立了驱动电机底板的力学结构模型，提出应针对底板螺栓的不同位置来分析其荷载。     

木结构螺栓连接的力学性能研究进展

螺拴连接已广泛用于现代木结构建筑中,系统研究其力学性能对建筑结构的安全性评估意义重大.本文从螺栓连接强度的预测方法、力学行为模拟、螺栓预紧、螺栓连接的破坏方式,以及抗火抗震条件下的力学性能等方面进行了总结归纳,针对目前的木结构螺栓连接中尚未解决的问题及有待进一步开展的研究项目,建议加强复螺栓连接的力学行为模拟、可靠性评价等研究.     

运输端盖连接螺栓的疲劳寿命预测

采用有限元法对端盖连接螺栓的螺纹连接结构进行分析计算,得到螺栓预紧力与疲劳寿命之间的关系曲线并确定了螺栓最佳预紧力。对螺纹根部出现应力应变集中的区域进行疲劳寿命预测,给出了提高螺栓疲劳强度和使用寿命的措施。     

转弯索道门形支架的加宽计算

南方林区地形复杂,山高坡陡,索道是集运木材的重要方式之一。在使用架空索道承运较长的木材时,常常采用两个载重跑车共同支承木捆。这样,当索道线路发生平面偏转时,处在转折处或其前后的门形支架必须比直线段的同类支架具有较大的宽度,否则会出现木捆与支架立柱互相干扰,影响木捆的通过性能和立柱的稳定性。因     

可移动装配式林业索道支架受力分析

支架是集材索道系统的重要组件,用以承托钢索,保证索道有足够的净空高度。但传统的南方人工林集材作业中多数采用活立木作为索道支架,活立木受其生长位置限制,难以保证最优集材路线,不适应现代小规模木材采集需求,为解决人工林索道集材中难以寻找合适的活立木作支架问题,研究设计出一种分段组合加绷索固定的可移动装配式钢管支架。通过力学和仿真分析,对承索方式、不同分段比例及绷索固定位置进行了优化。当分段位置于杆件的0.59L处时,效果最好,抗压能力是没有分段时的1.7倍。支架采用索鞍托索,使支架受力由传统的以承受弯矩为主变成以承受压力为主,改善了支架的受力条件。同时支架中间设置绷索固定后,增加了支架的约束条件,减小了支架的柔度,支架的临界载荷比无绷索固定的支架提高3倍以上。支架设计成分段可拆,降低了单个支架部件的重量,单个部件最大不超过50kg,便于在林区转移安装;支架采用标准镀锌管制造,取材方便,成本低廉,有利于降低索道系统成本。经试验及生产验证,可移动装配式林业索道支架转移、架设方便,使用安全可靠,特别适合山地林区择伐与小规模皆伐集材需要,对在人工林集材作业中推广小型索道集材,减小集材作业对生态环境的影响具有重要的意义。     

现代木结构螺栓连接性能及其影响因素研究现状

螺栓类连接具有简洁、可靠、美观、防火等特点, 是木结构中常用的一种连接方式, 被广泛应用于现代木结构。深入研究螺栓连接性能及其影响因素, 对现代木结构的结构设计及其性能优化具有重要意义。文中详细阐述了国内外螺栓连接性能及其影响因素的研究现状, 以期为我国木结构螺栓连接性能研究提供借鉴。     

基于VDI2230的排障器螺栓连接强度校核

详细分析了某型机车排障器的受力情况,提取出排障器螺栓受到的最大载荷,并运用标准VDI2230校核了排障器螺栓的强度。分析结果表明：某型机车排障器的螺栓连接满足VDI2230标准的要求。     

架空索道转弯结构及其应用问题的探讨

本文在此介绍又一种造价更为低兼，但对目前研究新型架空索道转弯结构很有参考价值的林用无支架绷拉鞍座转弯集运材索道的转弯结构，供共同探讨。     

纤维板生产中干燥机旋风分离器支架安装

文内介绍了中密度纤维板设备安装过程中干燥机旋风分离器支架的施工方法，对同类或近似的设备安装具有一定的参考价值。     

结构设计致螺栓锈蚀故障分析

螺栓连接作为一种常见的机械连接形式,其可靠性直接决定了连接系统的功能甚至结构安全.在螺栓连接系统中,锈蚀是致使连接失效的常见故障,锈蚀会显著降低螺栓连接的相关力学性能,缩短紧固件的使用寿命,不仅造成经济损失,甚至造成灾难性事故.在螺栓的锈蚀故障中,自身防腐性能不足、电化学锈蚀等原因占据了大部分,针对极少见的结构设计导致...     

浙江第一古樟就地保护措施研究

通过对浙江第一古樟的生长现状调查、生长影响因素分析,提出了古樟保护与景点建设相结合,筑堤保树与改路保树、拆庙护树相结合,以低水位人工湖指示地下水位高度,通过泵提排水控制古樟地下水位等古樟就地保护的具体措施。     

泰山月观峰和索道站冲沟生态治理探讨

为保护自然生态，对泰山月观峰和索道站冲沟采取了生态治理措施，取得了良好的效果，恢复了泰山自然景现，达到了保护生态环境的目的。     

Bearing properties of Shorea obtusa beneath a laterally loaded bolt

Empirical equations to determine the bearing strength have been proposed by many researchers and design standards. Because these equations have been developed mainly based on test results of softwood species, it is a matter of great importance (to ASEAN structural engineers) to verify the applicability of these equations for tropical hardwood species, which are commonly used in many ASEAN countries. In this study, wood specimens of Shorea obtusa (a tropical hardwood species) were used and the bearing test under full-hole confi guration was carried out for fi ve different loading angles to the grain. The bearing stress-embedment curve obtained from the test was approximated by a linear elastic-plastic diagram indicating the initial and fi nal stiffness of the curve. Testing showed that the average bearing strength parallel to the grain was 7.25% lower than the prediction given in Eurocode 5. The bearing strength perpendicular to the grain evaluated based on bearing load at initial cracking was substantially different from any predictions given by previous studies or design standards. It was also found that the bearing strength and initial stiffness from the bearing stress-embedment curve for loading at intermediate angles to the grain could be satisfactorily predicted with Hankinson’s formula.     

高强复合玻璃纤维材料在盐城市旧桥加固中的应用

通过工程实例详细介绍了复合玻璃纤维材料的特点及其在桥梁加固工程中的应用。高强复合玻璃纤维材料具有自重轻、强度高、施工方便和造价低等许多优点 ,在桥梁快速加固工程中具有良好的应用前景。     

测试胶合板胶合强度的研究

通过对有关胶合强度测试的几个试验结果的分析,表明我国胶合板国家标准对胶合强度试验方法的规定具有先进性、合理性和可行性。     

谈高层建筑体型与侧移的关系

本文结合工程实践,详细论述了高层建筑体型与侧移之间关系,为指导高层建筑设计和施工提供了实践经验。     

Effect of size and geometry on strength values and MOE of selected hardwood species

The total hardwood timber stock of German forests is fast growing. The lack of knowledge concerning test standards, product standards and sorting criteria makes it difficult to expand the processing and marketing of hardwoods into the field of construction usage. Strength and stiffness data derived from small, defect-free specimens do mostly exist, but in order to be able to insert hardwoods into building applications, data derived from real size specimens is needed. Subsequently, the results of these two different specimen categories need to be correlated and the so-called size effect needs to be quantified and qualified. This paper aims to analyze the size effect of defect-free compression, bending and tensile specimens for the six European hardwood species maple (Acer spp.), birch (Betula pendula), beech (Fagus sylvatica), ash (Fraxinus excelsior), oak (Quercus spp.) and lime (Tilia spp.). They are tested exclusively parallel to grain. Regarding the compression strength for maple, birch and ash, the specimen dimensions did not influence the compression strength value. For beech, oak and lime, it was observed that compression strength increased as the specimen volume was increased. The bending strength of all species decreased as the specimen dimensions increased. Concerning the tensile strength, a clear statement on whether dimensions influence the tensile strength value is not possible. Further research with adjusted specimen sizes, specimen shapes and machine set-ups is needed. Regarding the compression and bending MOE, in most cases, the dimensions did not influence the MOE values. In tensile testing, MOE values differed significantly for the different specimen sizes. Whether these differences were due to slightly different test set-ups in the different sizes or a true size effect could not be answered conclusively.     

浸渍纸层压木地板内结合强度不确定度评定

依照JJF 1059.1-2012《测量不确定度评价与表示》的方法,对浸渍纸层压木地板内结合强度测量试验中影响其测量结果不确定度进行了分析和评定。结果表明：浸渍纸层压木地板内结合强度为：σ=（1.04±0.01）MPa,其中扩展不确定度的包含因子k=2,置信概率p=95%。     

谈高层建筑疏散楼梯设计中的常见错误

本文对高层建筑疏散楼梯在设计中的一些错误提出了自己的观点及解决办法;阐述了疏散楼梯在设计中的重要性,必须引起设计者的足够重视。     

高层建筑和低层裙房基础设计方案选择

针对高层建筑和低层裙房基础设计中常遇到的方案选择、高层主楼与低层裙房基础沉降差异处理等问题，提出了设计要求和实施的技术措施。