2018年国际爆炸物安全研讨会暨博览会 防护结构设计路线图(论文)

ID:37850

阅读量:0

大小:0.43 MB

页数:9页

时间:2023-03-05

金币:10

上传者:战必胜
Approved for Public Release; Distribution is Unlimited
Protective Construction Design Roadmap
Arturo Luna, PE; Naval Facilities Engineering and Expeditionary Warfare Center; Port Hueneme, CA USA
Key Words: Protective Construction, Design Roadmap, Blast Design, Explosives Safety
Abstract
Department of Defense (DoD) Manual 6055.09-M, “DoD Ammunition and Explosives Safety Standards, provides
governing explosives safety standards to manage risks with DoD-titled ammunitions and explosives (AE) by
providing protection criteria to minimize serious injury, loss of life, and damage to property. When these
requirements cannot be satisfied by meeting default separation distances between AE and exposed personnel and
assets, protective construction may be designed to provide equivalent protection.
Protective construction must be designed in accordance with Unified Facilities Criteria (UFC) 3-340-02, “Structures
to Resist the Effects of Accidental Explosions. This paper is intended to provide designers with high level guidance
on the state of practice of protective construction for explosives safety. It shall discuss available design criteria and
analysis tools with an emphasis on their developmental bases to provide a better understanding of their appropriate
use cases and limitations. The ultimate goal is to improve the likelihood of successful completion of protective
construction design projects.
Introduction
Department of Defense (DoD) Manual 6055.09-M, “DoD Ammunition and Explosives Safety Standards” [1],
provides governing explosives safety standards to manage risks with DoD-titled ammunitions and explosives (AE)
by providing protection criteria to minimize serious injury, loss of life, and damage to property. This paper presents
a summary of explosives safety siting criteria in order to contextualize the explosives hazards and effects protective
construction must provide protection from. For accidental explosions, governing protective construction design
criteria is provided by Unified Facilities Criteria (UFC) 3-340-02, “Structures to Resist the Effects of Accidental
Explosions” [2]. This paper discusses available criteria provided by UFC 3-340-02 with an emphasis on their
developmental bases to provide a better understanding of their appropriate use cases and limitations. The goal of this
paper is to present high level guidance to improve the likelihood of successful completion of protective construction
design projects.
Summary of Explosive Safety Siting Criteria
Explosion Effects
Within the DoD hazard classification system, Class 1 applies to AE where the explosive hazard predominates. There
are six Class 1 divisions and three 1.2 subdivisions. AE is assigned to the class that represents the items
predominant hazard characteristic. DoD 6055.09-M uses the term ‘HD’ followed by numerical designator to indicate
the hazard class and division of AE. Three of the most prevalent hazard class/divisions defined for DoD AE are HD
1.1, HD 1.2, and HD 1.3. Their predominant hazards are as follows:
HD 1.1: Mass explosion, blast overpressure and fragment hazard
HD 1.2: Non-mass exploding, fragment and blast overpressure hazard
HD 1.3: Combustible AE, primarily mass fire and thermal hazard
资源描述:

当前文档最多预览五页,下载文档查看全文

此文档下载收益归作者所有

当前文档最多预览五页,下载文档查看全文
温馨提示:
1. 部分包含数学公式或PPT动画的文件,查看预览时可能会显示错乱或异常,文件下载后无此问题,请放心下载。
2. 本文档由用户上传,版权归属用户,天天文库负责整理代发布。如果您对本文档版权有争议请及时联系客服。
3. 下载前请仔细阅读文档内容,确认文档内容符合您的需求后进行下载,若出现内容与标题不符可向本站投诉处理。
4. 下载文档时可能由于网络波动等原因无法下载或下载错误,付费完成后未能成功下载的用户请联系客服处理。
关闭