发射场液体推进剂个体防护体系的研究与设计

为了确保发射场液体推进剂作业人员的身体健康和生命安全,本文以安全系统工程理论为依据,结合液体推进剂作业要求以及防护装具现状,研究并建立了发射场推进剂作业个体三级防护体系。     

Increasing exfiltration from pervious concrete and temperature monitoring

Pervious concrete typically has an infiltration rate far exceeding any expectation of precipitation rate. The limiting factor of a retention based pervious concrete system is often defined by how quickly the underlying soil subgrade will infiltrate the water temporarily stored within the concrete and/or aggregate base. This issue is of particular importance when placing a pervious concrete system on compacted fine textured soils. This research describes the exfiltration from twelve pervious concrete plots constructed on a compacted clay soil in eastern Tennessee, USA. Several types of treatments were applied to the clay soil prior to placement of the stone aggregate base and pervious concrete in an attempt to increase the exfiltration rate, including: 1) control – no treatment; 2) trenched – soil trenched and backfilled with stone aggregate; 3) ripped – soil ripped with a subsoiler; and 4) boreholes – placement of shallow boreholes backfilled with sand. The average exfiltration rates were 0.8 cm d⁻¹ (control), 4.6 cm d⁻¹ (borehole), 10.0 cm d⁻¹ (ripped), and 25.8 cm d⁻¹ (trenched). The trenched treatment exfiltrated fastest, followed by the ripped and then the borehole treatments, although the ripped and borehole treatments were not different from one another at the 5% level of significance. The internal temperature of the pervious concrete and aggregate base was monitored throughout the winter of 2006–2007. Although the temperature of the pervious concrete dropped below freezing 24 times, freezing concrete temperatures never coincided with free water being present in the large pervious concrete pores. The coldest recorded air temperature was −9.9 °C, and the corresponding coldest recorded pervious concrete temperature was −7.1 °C. The temperature of the pervious concrete lagged diurnal air temperature changes and was generally buffered in amplitude, particularly when free water was present since the addition of water increases the thermal capacity of the pervious concrete greatly. The temperature of the aggregate base was further buffered to diurnal changes, and no freezing temperatures were recorded.     

An overview of the latest development of microencapsulation for agricultural products

Abstract

For the production of controlled‐release agricultural formulations microencapsulation technologies are now the most used. Over the past two decades enormous progress has been made in order to develop the technologies which allow us to produce formulations tailor made to reach the target and fitting our toxicological requirements. This lecture is devoted to the definition of the criteria for selection of an active ingredient for microencapsulation and to a detailed review of the various techniques used today in commerçai microencapsulated formulations.

Resources are increasingly allocated into microencapsulation research & development by many agrochemical companies. Therefore the next 20 years should continue to yield innovative ideas including significant improvement of the physico‐chemical and toxicological properties of the actual formulations on the market. Some of this new ideas are applied by our company in order to modify or improve those properties playing the key role in the intent for targeted activity:

√ Recombination during production or upon storage.

New protective colloides

Dermal toxicity (LD 50) ‐ secondary protective colloides.

√ Release rate parameters.

Modification by the change of mobility of the active ingredient from the core (solvent or fluid type) affecting transit time and therefore LD 50 values.

√ Oral toxicity (LD 50).

Graft copolymers irreversibly adsorbed to the capsule surface.     

钢渣掺量对泡沫混凝土砌块性能的影响

泡沫混凝土是一种环保、节能的保温隔热材料，以其优良的保温性能，受到越来越多研究者的关注。对钢渣的特性进行了分析测试，对钢渣不同掺量对泡沫混凝土砌块特性的影响进行了研究，结果表明，采用添加5％～35％钢渣所制备的钢渣泡沫混凝土砌块，其密度等级为JC／T1062—2007中的B10级，掺人5％、15％钢渣的泡沫混凝土抗压强度达到A3．5等级，掺人25％、35％钢渣的泡沫混凝土抗压强度达到A2．5等级。随着钢渣掺量的增大，抗压强度、抗折强度降低，吸水率增大。在同一钢渣掺量的情况下，泡沫混凝土砌块的抗压强度变化率增加显著，而且随着钢渣的加入量升高而增大。钢渣的加入有利于提高泡沫混凝土砌块的后期抗压强度。     

我国煤矿劳动防护用品使用现状调查分析及对策研究

劳动防护用品是保障从业人员安全与健康的最后一道防线.本文在对全国部分重点产煤省份煤矿劳动防护用品现场调研的基础上,分析了不同类型煤矿劳动防护用品的现状及存在的问题,提出了进一步做好煤矿劳动防护用品管理工作的对策.     

消防服用织物热防护性能测试分析与研究

热防护性能(Thermal protective performance—TPP)是阻燃型服装或织物隔热防护性能重要指标。本文在已研制的一种模拟人体皮肤及体形的高温"圆筒仪"上进行了改进,并用其测试阻燃服装织物的热防护性能。用膜电偶测量模拟皮肤器表面温升率,并结合烧伤积分模型的评价方法来计算达到二级烧伤的防热时间。与其它一维平面测试装置相比,本装置可较为准确评估实际服装热收缩特征对服装热防护性能的影响。     

战时火力发电厂重要目标分类防护探讨

基于重要目标防护准则和模糊聚类算法,构建火力发电厂目标评价准则指标体系和模糊聚类模型,实现了火力发电厂重要目标的分类防护,进而选用具有针对性的防护措施,解决了重要目标在战时防护措施选择不完善、不合理的问题,有效地提升了战时火力发电厂的生存能力;通过模糊聚类模型实现分类防护,不仅有利于提高重要目标防护效率,而且使得防护资源少、力量弱,供需突出的问题得以改善,同时,在应对自然灾害等重大突发事件发生时,有助于保护发电厂的生产能力。通过案例给出战时某火力发电厂的具体防护措施,合理地解决了发电厂重要目标和关键部位的防护问题。     

接地保护与接零保护安全性比较

我国现存标准或规范仍在推荐使用接零保护(TN系统),这是一种人为增大故障电流、以过流保护装置(过流保护断路器或熔断器)对漏电进行防护的方法.在漏电保护器RCD广泛应用的今天,完成漏电防护的首要装置是RCD,而不再是过流保护装置.通过基于RCD的漏电防护水平评价和对本质安全性的综合比较, 得出的结论是接地保护(TT系统)比接零保护(TN系统)更安全.     

西昌市大气污染现状调查及保护对策

本文对西昌市大气污染现状进行调查分析，揭示了大气环境污染的特征及其变化规律，从宏观上提出了保护大气环境的对策。     

浅谈钢筋混凝土结构的可靠性鉴定

系统介绍了混凝土结构检测的主要内容及方法,总结了我国目前可靠性鉴定三种方法的主要理论、优缺点及使用范围,并指出耐久性对可靠性鉴定的重要意义,以及耐久性评估所采用的理论和存在的问题。