上海铁路南站南广场地下工程暖通设计

上海铁路南站南广场位于上海市沪闵路、石龙路及桂林南路之间围合区域中站屋的南侧部分,是整个南站工程的重要组成部分。工程以南站主站屋为园弧型地下大型综合建筑。建筑面积5.1万平方米,属特大型地下建筑。工程地下一层设有商场、社会通道、电信等控制中心、配电间等;地下二层设有停车库、商场、仓库、餐厅、柴油发电机房、空调冷热源机房、隔油气房、社会走道、雨水泵站等,设有空调、通风、制冷、防排烟系统。由于工程综合性强,又处于地下,选用执行规范严格。该文重点对地下空间开发暖通设计系统及经济效益分析予以阐述,可供参考。     

基于路网容量的土地利用强度分析

为避免对土地进行盲目、无序地开发,从而带来所引发的交通量超出周边城市道路网络容量,或开发强度不足而没有充分利用土地价值等问题,一个解决思路是在确定从周边各区域至所研究的目标区域的所有路径、路径通行能力和路径流量的基础上,以路网的剩余容量为限制条件,论证所研究目标区域的土地开发利用强度。尝试建立数学模型以描述路网的剩余容量与土地开发利用强度的关系,并给出算法。最后,以一个实例论证此方法的可操作性。     

城市热岛效应对沥青路面温度场及其力学性能的影响

沥青路面的力学性能同其温度场有着密切的联系。城市热岛效应是同样大气条件下的局部高温温度场,在其影响下,市郊沥青路面结构的温度场将存在温度差,其力学性能将出现变化,从而导致市区的路面比郊区的路面更容易出现破坏。为了验证这种影响,实测了在夏季高温季节时沥青路面结构中的热岛强度,并通过轮辙试验及加速加载试验考察其对沥青路面抗变形性能、车辙试验验收标准及沥青路面结构设计过程中沥青结合料选择的影响。     

离散型最小二乘法分析薄板弯曲问题

应用离散型最小二乘法,应用适当的试函数和残值方程计算矩形薄板的弯曲。以四边简支、四边固支、具有若干自由边的矩形薄板在均布荷载作用下的位移响应为例进行了数值计算,与精确解进行了比较,并用Midas／civil建模对四边固支板进行了验算。     

Adsorption models and structural characterization for activated carbon fibers

The nitrogen adsorption isotherms at 77.69 K were measured for two samples of activated carbon fibers and their microstructures were investigated. Among established isotherm equations, the Dubinin-Radushkevich equation showed the best agreement with the experimental data, while the Langmuir equation showed a large deviation when employed at low relative pressures. The MP method, t-method and αs-method were used to analyze the pore size distribution. The calculated average pore widths and BET (Brunauer-Emmett-Teller) surface areas for the sample A-13 were 0.86 nm and 1 286.60 m2/g, while for the sample A-16, they were 0.82 nm and 1 490.64 m2/g. The sample with larger pore width was more suitable to be used as additive in chemical heat pumps, while the other one could be used as adsorbent in adsorption refrigeration systems.     

Thermal management controller for heat source temperature control and thermal management

In many heat recovery processes, temperature control of heat source is often required to ensure safety and high efficiency of the heat source equipment. In addition, the management of recovered heat is important for the proper use of waste heat. To this aim, the concept of thermal management controller (TMC), which can vary heat transfer rate via the volume variation of non-condensable gas, was presented. Theoretical model and experimental prototype were established. Investigation shows that the prototype is effective in temperature control. With water as the working fluid, the vapor temperature variation is only 1.3 ℃ when the heating power varies from 2.5 to 10.0 kW. In variable working conditions, this TMC can automatically adjust thermal allocation to the heat consumer.     

水化热对斜拉桥混凝土主塔早期开裂影响研究

研究混凝土水化热作用对主塔早期开裂的影响。首先,通过求解热传导方程推导出水化热作用下主塔的温度分布公式;其次,通过分析混凝土早期弹性模量、徐变影响,导出计入时变效应的塔壁表面温度应力计算公式。分析认为,水化热作用下塔壁可能发生开裂,常系数m、表面放热系数、塔壁厚度是影响温度应力的主要因素。对重庆忠县长江大桥主塔节段的水化热温升和应力变化进行跟踪监测,证明上述理论分析的正确性,并提出预防主塔早期开裂的措施。     

Simulation of Temperature Field in Original Segment of Concrete Box-Girder Bridge

Temperature field and its variation with time are necessary for analyzing the thermo-mechanical performance of mass concrete structures at their early ages. This paper carries out a temperature field simulation analysis for an original segment of a real box girder bridge with the finite element software ANSYS. Two representative exothermic rate models are used to describe the heat-releasing process caused by the cement hydration in concrete. The exothermic rate model that conforms to reality more closely is recognized by comparing the simulation results with the data gathered from the optical fiber temperature sensors pre-embedded in the original segment. The air temperature and wind velocity that constitute thermal boundary conditions are determined in the light of the local meteorological department and correlative research achievements of recent years. Moreover, the consideration for the steel formwork acting as a barrier to heat loss is also proved to be beneficial to improve the simulation effect.     

铁路货车用高强度耐候钢Q450NQR1焊接工艺

通过选择焊接材料及焊接工艺参数,对新型耐候钢Q450NQR1进行了焊接工艺、焊接接头的显微组织和力学性能等研究．试验结果表明：用的S-8018焊条及BI-1550-NQ-A焊丝焊接Q450NQR1耐候钢时接头各项力学性能满足规定的技术要求,焊缝金属的显微组织基本相同,均以针状铁素体为主＋少量的先共析铁素体,过热区组织均为粒状贝氏体,焊接热影响区正火及不完全正火区的组织均为铁素体＋珠光体;焊接线能量变化对焊接接头焊缝及热影响区显微组织有一定的影响,但影响不大．     

山区高速公路连续长下坡路段车辆制动失灵事故发生概率预测模型的研究

山区高速公路连续长下坡路段是重特大恶性交通事故的多发段。通过对车辆运行特征中的多种因素进行分析．以多条高速公路连续长下坡路段的实际制动失灵事故资料为依据,建立制动失灵事故发生概率预测模型,对其验证表明,该模型拟合程度较好,安全性好,可有效预测高速公路连续长下坡路段的制动失控事故。