Influence of compressive strength and applied force in concrete on particles exposure concentrations during cutting processes

被引:9
作者
Soo, Jhy-Charm [1 ]
Tsai, Perng-Jy [1 ,2 ]
Chen, Ching-Hwa [1 ]
Chen, Mei-Ru [1 ,3 ]
Hsu, Hsin-I [1 ]
Wu, Trong-Neng [2 ]
机构
[1] Natl Cheng Kung Univ, Coll Med, Dept Environm & Occupat Hlth, Tainan 70428, Taiwan
[2] China Med Univ & Hosp, Coll Publ Hlth, Dept Occupat Safety & Hlth, Taichung 40402, Taiwan
[3] Chung Hwa Univ Med Technol, Coll Human Sci & Technol, Dept Occupat & Safety & Hlth, Tainan 71703, Taiwan
关键词
Concrete cutting; Applied force; Concrete compressive strength; Particle exposure concentrations; DUST EXPOSURES; CONSTRUCTION-INDUSTRY; WORKERS; SILICA; MODELS; SITES; SAWS;
D O I
10.1016/j.scitotenv.2011.05.016
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The objective of this research was to identify the influence of applied force (AF) and the compressive strength (CS) of concrete on particle exposure concentrations during concrete cutting processes. Five cutting conditions were selected with AF varied between 9.8 and 49 N and CS varied between 2500 and 6000 psi. For each selected cutting condition, the measured total dust concentrations (C(tot)) were used to further determine the corresponding three health-related exposure concentrations of the inhalable (C(inh)), thoracic (C(thor)), and respirable fraction (C(res)). Results show that particle size distribution was consistently in a bimodal form under all selected cutting conditions. An increase in CS resulted in an increase in coarse particle generations leading to an increase in the four measured particle exposure levels. An increase in AF resulted in an increase in exposure concentrations with a higher fraction of fine particles (i.e., C(tho) and (res)) However, for particle exposure concentrations with a higher fraction of coarse particles (i.e., C(tot) and C(inh)), an increase in AF resulted in an initial increase, followed by a decrease in concentration. Finally, the above inferences were further confirmed through the use of fixed-effect models to determine the influence of both CS and AF on the four exposure concentrations. These results provide a reference for industries to initiate appropriate control strategies to reduce the exposure levels encountered by workers. (C) 2011 Elsevier B.V. All rights reserved.
引用
收藏
页码:3124 / 3128
页数:5
相关论文
共 40 条
[21]   Spatial characteristics of fine particulate matter: Identifying representative monitoring locations in Seattle, Washington [J].
Goswami, E ;
Larson, T ;
Lumley, T ;
Liu, LJS .
JOURNAL OF THE AIR & WASTE MANAGEMENT ASSOCIATION, 2002, 52 (03) :324-333
[22]  
*ISO, 1995, AIR QUAL PART SIZ FR, P7708
[23]   Effect of tool lead angle and chip formation mode on dust emission in dry cutting [J].
Khettabi, R. ;
Songmene, V. ;
Masounave, J. .
JOURNAL OF MATERIALS PROCESSING TECHNOLOGY, 2007, 194 (1-3) :100-109
[24]   Effects of Speeds, Materials, and Tool Rake Angles on Metallic Particle Emission During Orthogonal Cutting [J].
Khettabi, Riad ;
Songmene, Victor ;
Masounave, Jacques .
JOURNAL OF MATERIALS ENGINEERING AND PERFORMANCE, 2010, 19 (06) :767-775
[25]   Modeling of Particle Emission During Dry Orthogonal Cutting [J].
Khettabi, Riad ;
Songmene, Victor ;
Zaghbani, Imed ;
Masounave, Jacques .
JOURNAL OF MATERIALS ENGINEERING AND PERFORMANCE, 2010, 19 (06) :776-789
[26]  
Mindess S, 1981, CONCRETE ENGLEWOOD C
[27]   Radiographic abnormalities among construction workers exposed to quartz containing dust [J].
Nij, ET ;
Burdorf, A ;
Parker, J ;
Attfield, M ;
van Duivenbooden, C ;
Heederik, D .
OCCUPATIONAL AND ENVIRONMENTAL MEDICINE, 2003, 60 (06) :410-417
[28]  
*NIOSH, 1994, NIOSH MAN AN METH DH
[29]   Personal exposure to inhalable cement dust among construction workers [J].
Peters, Susan ;
Thomassen, Yngvar ;
Fechter-Rink, Edeltraud ;
Kromhout, Hans .
JOURNAL OF ENVIRONMENTAL MONITORING, 2009, 11 (01) :174-180
[30]   Excessive exposure to silica in the US construction industry [J].
Rappaport, SM ;
Goldberg, M ;
Susi, P ;
Herrick, RF .
ANNALS OF OCCUPATIONAL HYGIENE, 2003, 47 (02) :111-122