多功能新材质屋面板设计施工

通过设计一种具有透明、保温、防水、防腐等多功能,且自重仅为原预应力砼屋面板10%的钢框玻璃钢罩屋面板,解决老厂屋面改造存在的生产与施工难题.     

Impacts of green roofs and rain water use on the water balance and groundwater levels in urban areas

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Impacts of green roofs and rain water use on the water balance and groundwater levels in urban areas

     

250kW炉底升降式电阻炉设计简介

介绍了新设计炉子的总体结构和主要参数；对炉子中的升降机构，电热元件，砌砖体等部分的设计构想和结构特点分别作了阐述。炉子经过制造和使用表明，制作容易，维修方便，使用性能良好。     

某砖混结构加层改造的设计

通过对某砖混结构加层改造的设计实践,介绍了加层改造的方法,分析了在加层改造过程中需解决的问题。主要包括地基及基础的处理,墙体抗压、抗震验算,节点连接处理,如何保证新结构与原结构连接的整体性,楼梯间处理,构造柱的连接等,并提出了结构加层对施工技术的要求。给出一些具体的构造大样,供工程设计参考。     

大型常压锥顶贮罐的设计

以工程实例为依据，论述国内以往较少采用的大型梁柱式支承锥顶贮罐的结构，介绍了国内外相关设计标准，给出了贮罐的典型结构－斜椽，横梁和立柱的计算公式，并用Excel电子表格编制了计算书。     

屋顶绿化节能热工评价

研究了屋顶绿化的节能热工评价方法,通过室内环境为空调控制和自然室温2种状态下的屋顶绿化节能热工对比测试,得到主要结果：在夏季空调期间,绿化屋顶热流减少70%左右,附加当量热阻为1.0 m^2.k/w;自然室温环境下绿化屋顶热流方向与对比屋顶相反,绿化屋顶的冷却效率为111%。     

上海东方体育中心综合体育馆屋盖结构风振分析

在屋盖同步风洞试验测量的基础上,采用CQC法对上海东方体育中心综合体育馆大跨屋盖进行了较为准确的空间风振分析。分析了多个复杂空间振型对有代表性节点的动位移根方差的影响,得到本体育馆的最大参振振型为30阶;考虑了两种荷载组合工况,比较了工况1、工况2和自重作用下屋盖结构的节点位移和基底反力,工况1作用下的节点位移和基底反力最大,工况2作用下的相应结果最小;最后给出了5个不利风向下的位移风振系数,可供参考。     

型钢翼缘狗骨式削弱在型钢混凝土节点的作用

为了防止地震时型钢混凝土节点核心区发生剪切破坏以及梁柱连接焊缝发生脆性断裂,提出对型钢混凝土节点核心区附近梁端型钢的上、下翼缘采取狗骨式削弱,并系统研究翼缘削弱对提高型钢混凝土节点抗震性能的作用.研究表明,由于在梁端型钢翼缘采取狗骨式削弱,不仅能够将塑性铰控制在梁型钢削弱的位置,从而有效地降低了节点核心区所受的剪力以及梁柱连接焊缝的应力;而且能够改善节点塑性铰区的转动能力和抗剪性能,提高节点的延性和耗能能力.     

Comprehensive assessment on dynamic roof instability under fractured rock mass conditions in the excavation disturbed zone

The damage process of fractured rock mass showed that the fracture in rocks induced roof collapse in Yangchangwan Coal Mine,China.The rock mass was particularly weak and fractured.There occurred 6 large-scale dynamical roof falls in the excavation disturbed zone (EDZ) with the collapsing volume of 216 m3.First,the field detailed geological environment,regional seismic dy-namics,and dynamic instability of roadways were generally investigated.Second,the field multiple-index monitoring measurements for detecting the deep delamination of the roof,convergence deformation,bolt-cable load,acoustic emission (AE) characteristic pa-rameters,total AE events,AE energy-releasing rate,rock mass fracture,and damage were arranged.Finally,according to the time-space-strength relations,a quantitative assessment of the influence of rock-mass damage on the dynamic roof instability was accomplished.     

Prevention and forecasting of rock burst hazards in coal mines

Rock bursts signify extreme behavior in coal mine strata and severely threaten the safety of the lives of miners, as well as the effectiveness and productivity of miners. In our study, an elastic-plastic-brittle model for the deformation and failure of coal/rock was established through theoretical analyses, laboratory experiments and field testing, simulation and other means, which perfectly predict sudden and delayed rock bursts. Based on electromagnetic emission (EME), acoustic emission (AE) and microseism (MS) effects in the process from deformation until impact rupture of coal-rock combination samples, a multi-parameter identification of premonitory technology was formed, largely depending on these three forms of emission. Thus a system of classification for forecasting rock bursts in space and time was established. We have presented the intensity weakening theory for rock bursts and a strong-soft-strong (3S) structural model for controlling the impact on rock surrounding roadways, with the objective of laying a theoretical foundation and establishing references for parameters for the weakening control of rock bursts. For the purpose of prevention, key technical parameters of directional hydraulic fracturing are revealed. Based on these results, as well as those from deep-hole controlled blasting in coal seams and rock, integrated control techniques were established and anti-impact hydraulic props, suitable for roadways subject to hazards from rockbursts have also been developed. These technologies have been widely used in most coal mines in China, subject to these hazards and have achieved remarkable economic and social benefits.