固定式承载索挠度对弹性模量影响的研究

假设承载索两端固定装置的弹性变形为零，即两端固定装置为绝对刚性体。考虑承载索挠度弹性变化，从理论上探讨承载索弹性模量的变化规律，推导出承载索弹性模量公式。     

架空索道承载索弹性模量的理论性研究

本文假设承栽索两端固定的装置为刚性体,考虑承栽索挠度弹性变化,从理论上探讨承裁索弹性模量的变化规律,推导出承栽索弹性模量公式.     

多跨索道承载索拉力的计算

林业用多跨索道承载索张力和悬索形式决定着系统的换算弹性系数的变化。随着载荷的移动，承载索张力变化很大。本文在充分考虑林业集运材多跨索道承载索两端支点的可挠性及承载索弹性的不完整性的情况下。研究了任意载荷时的拉力的计算。     

索道的有效载量

索道的有效载量,指索道承载索的有效载量,减去索道其它工作索施于承载索的重力和跑车(包括跑车下落的起重索、挂勾及捆挂索等器件)自重所得的结果。本文应用悬索的无量纲计算理论,经过系统的分析验证,推导出了索道的有效载量公式,使其计算结果能适用于多种钢索,便于在生产实际中应用。     

动载时承载索受力的研究

该文从实验和理论上探讨了动载荷时承载索受力的变化,分析了影响承载索受力变化的因子.建立了动载荷时承载索受力的变化规律,揭示了承载索能量分析范围.为理论设计和计算承载索受力建立了理论依据.     

GS-1型钢索中央挠度系数器

在架空索道的设计计算中,人们常把确定承载索的中央挠度系数做为主要计算参数,并以此为主要数据对承载索的其他计算项目进行计算和设计。中央挠度系数值在很大程度上左右着承载索的安装张力。承载索的安装张力过大或过小,都将直接影响架空索道的使用效果、钢索寿命和索道运行的安全度。确定适当的中央挠度系数和计算出承载索的安装张力是比较容易的,但要在架设索道的过程中测出钢     

排除跑车翻转故障的新方法

跑车和吊钩(以下统称为跑车)绕承载索翻转,是单杆缆索起重机作业中常发生的故障。翻转后的跑车,由于两端的起重索、回空索和牵引索全都缠在承载索上,使跑车无法运行。缆索起重机只好停止工作。二十多年来,使用缆索起重机作业的各个单位,在出现了上述故障时,普遍采用放落承载索,用人力翻转过来,再张紧承载索的老办法。此方法处理过程繁琐,耗时量较多(每处理一次需2——3小时)。近几年我们在排除这一故障中,探索出一种不落承载索、在高空中翻转跑车的新方法。     

承载索许用荷重设计法研究

原传统的许用应力法,在承载索设计计算中运算繁琐,应用不便。本文提出许用荷重设计法,在抛物线理论的基础上推导出一系列计算公式,编制承载索数值表,建立起系统的许用荷重设计方法。     

林业索道承载索的优化设计

本文建立了林业索道承载索优化设计数学模型,并进行了理论推导,编制了BASIC程序,在PC-1500、APPLE-Ⅱ微机上中、英文通过。该程序能进行单跨或多跨索道承载索的优化设计。本软件功效高,操作简便,运行速度快,计算精确,通用性好。     

索道钢索倾角测定器

索道承载索的拉力,在很大程度上受中央挠度系数S的大小左右。S偏小,容易产生超拉力;S偏大,又增大了冲击应力和弯曲应力,还可能使木捆碰地影响运行。挠度系数是影响承载索发生破断事故的最大原因。因此,承载索松紧度的测定,不仅在架设时需要,而且在索道的经常维护中也必不可少。近来,由于在承载索上常设有防止承重后下垂的装置等,故不能采用震动波法测定承载索的中央挠度系数,而采用倾角法。倾角法测定系统由新近研制成功的钢索倾角测定器和表示(?)角与α角和S的关系的数值表所构成。角(?)、(?)为钢索倾角,即上、下支点间承载索切线与水平线所成之夹角。角α为跨距倾角,即     

The ability of a carriages developed for a mobile tower yarder: A comparison of the hauling force and walking time in a line pulling out process

The ability of a newly developed carriage equipped with a remote control lock and self line extraction system manufactured by Oikawa motors Co., Ltd. was analyzed. The study investigated the reduction of the work load of the choker setter in the haul line-pulling out process of a cable logging system by a mobile tower yarder. The main objective was to compare the walking time, pulling out time, and the tension force using the three types of cable setting method, a running skyline with a simple carriage, a fixed skyline with a simple carriage and a fixed skyline with a newly developed carriage. The measuring of haul line pulling out was conducted on different slope gradients at different distances from the tower spar by four choker setters. The study showed that choker setters could reduce the force exerted by about 33%, and a decrease in the heart beat rate of 12%, when using the fixed skyline with the newly developed carriage as opposed to the running skyline with the simple carriage. The fixed skyline with the newly developed carriage resulted in more pulling speed than the running skyline with the simple carriage on the slope gradient of over 2° and the fixed skyline with simple carriage on the slope gradient of over 7°. With the newly developed carriage the pulling tension, time and heart rate are lower, when the haul line is pulled out. Thus it can be concluded that the new carriage is more productive than the simple carriage in the line pulling out process.     

钢丝绳弹性模量的研究

钢丝绳是不少机械的重要组成部分。钢丝绳属挠性体,负荷时不可避免出现弹性伸长,其关键参数弹性模量的取值问题关系到机械设计的精度与安全性。架空索道、缆索起重机等承载索挠度比较大的设备,弹性伸长更是不可忽视。通过综合考虑挠度引起弹性模量和弹性伸长引起弹性模量推导出等效弹性模量。     

半悬空集材索道设计系统

本文在半悬空集材索道设计的数学模型及其理论推导的基础上,用高级BASIC语言编程.该系统能对单跨半悬空集材索道的三种类型(两端固定式、松紧式、运行式)分别进行完整的设计计算.并绘制索道纵断面图。     

Optimum geometric layout of a single cable road

Cable-based technologies have been a backbone for harvesting on steep slopes. The layout of a single cable road is challenging because one must identify intermediate support locations and heights that guarantee structural safety and operational efficiency while minimizing set-up and dismantling costs. Our study objectives were to (1) develop an optimization approach for designing the best possible intermediate support layout for a given ground profile, (2) compare optimization procedures between linearized and nonlinear analyses of a cable structure and (3) investigate the effect of simplifying a multi-span representation. Our results demonstrate that the computational effort is 30–60 times greater for an optimization approach based on nonlinear cable mechanical assumptions than when considering linear assumptions. Those nonlinear assumptions also stipulate lower heights for intermediate supports and a larger span length. Finally, compared with the unloaded case, tensile force in the skyline is increased by as much as 80% under load for a single-span skyline configuration. Our approach provides additional value for cable operations because it ensures greater structural safety at a lower cost for installation. Improvements are still needed in developing a stand-alone application that can be easily distributed. Moreover, our rather simple assumptions regarding set-up and dismantling costs must be refined.     

福州市闽江公园南园滨水景观天际线量化分析

文章选取福州市闽江公园南园作为研究对象,通过拍照和软件提取滨水景观天际线,在分形理论的基础上,对天际线进行多维度量化分析,并且引入视觉感受进行分析。结果表明,南园滨水景观天际线(分维值为1.183)达到了相对成熟的水平,建筑立面和植物群落均对天际线产生负面影响,建筑立面(分维值为1.178)的影响尤其显著。针对分析结果,从建筑立面、植物群落、视觉感受3方面提出相关的优化建议。     

71型索道设计方法探讨

71型索道即承载索松紧式索道,在无荷与有荷状态时,都可以用抛物线法求解,线型同样符合两端固定式索道承载索遵循的定律,设计方法很多,但以钢索最大拉力为依据调整统盘机制动力矩的方法最为简便、安全。     

浅析现代都市建筑群对中国江南园林的影响

作者从天际轮廓线、视觉通廊、空间格局等方面分析了现代都市建筑对江南园林的影响,并提出了一些合理化建议,以期得到城市规划、园林管理部门以及社会各界的广泛关注。     

伐区采集作业方式对森林生态环境的影响分析

通过分析伐区几种主要的采集作业方式对森林生态环境的影响，结果表明择伐和架空索道集材两种作业方式对森林生态环境的影响最小。     

索道勘测与承载索鉴定精度分析

本文探索索道勘测中测量误差所导致的承载索鉴定精度问题，并对各种鉴定方法应用进行初步分析。