Document vVRrVE2RYorx64wdqymQbw7E6
AMERICAN
Industrial Hygiene JournalASSOCIATION
Volume 23
September-October
Number 5
TABLE OF CONTENTS
Health Hazards of Spraying Polyurethane Foam Out-of-Doors........................ 345 ]. E. Peterson, R. A. Copeland and H. R. Hoyle
Some Health Hazards Associated with the Building Trades............................ 353 Milton Sheinbaum
Lighting Research ............................................................................................................................... 359 Sylvester K. Guth
Toxicity and Metabolism of Ortho-, Meta-, and Para-Terphenyls................... 372 Herbert H. Cornish, Raymond E. Bahor and Richard C. Ryan
Experimental Silicosis: A Quantitative Study of Dust Mobilization............. 379 Paul Gross, James M. McNerney and Mary Ann Babyak
A Tentative method for the Determination of Elemental Phosphorus in Air ........................................................................................................................................................ 383 D. E. Rushing
Infrared Analysis of Air Contaminants Trapped on Silica Gel.......................... 388 D. S. Erley
Metabolic Effects of Chronic Ozone Exposure on Rats...................................... 392 James A. Hathaway and Richard E. Terrill
High Velocity Acid Mists Collection...................................................................................... 396 Robert W. Sexton
Evaluation of Air Particulate Sampling Equipment..................................................... 404 Charles D. Robson and Kirk E. Foster
The Determination of Thallium in Urine............................................................................ 411 Morris B. Jacobs
The Determination of Iron in Dustfall Samples........................................................ 415 R. G. Reynolds and J. L. Monkman
Threshold Limit Values for 1962............................................................................................. 419
A Modification of the McCord and Zemp Method for the Determination of Lead in Urine............................................................................................. 424 Adrian Frank
Meetings in Prospect.......................................................................................................................... 431
President's Page ..........................................................................................................................................A-2
American Industrial Hygiene Association Journal, published bi-monthly by the American Industrial Hygiene Association. Dohrman H. Bvers. Editor; Kenneth W. Nelson, Kathleen Kumler, Verald K. Rowe, and Richard
F. Scherberger. Associate Editors. Editorial offices, 1014 Broadway. Cincinnati 2, Ohio. George D. Clayton, Publications Manager. Business office, 14125 Prevost, Detroit 27. Michigan. The subscription price is $7.50 per
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copy when it does not meet the high standards adopted bv the Association. Library of Congress Catalogue
No. 57-3191.
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Second class postage paid at St. Paul. Minnesota
Printed for the American Industrial Hygiene Association by THE BRUCE PUBLISHING COMPANY, SAINT PAUL 14, MINNESOT/I
A-3
Some Health Hazards Associated with the Building Trades
MILTON SHEINBAUM
New York State Department of Labor, Division of Industrial Hygiene, 80 Centre Street, New York 13, New York
g Technological advancement in building construction has produced some new
modes of exposures to some traditional hazards, and has introduced several new types of hazards. Included are those from the use of various dusty materials in new processes, from new chemical products and solvents as they are used in construction, and from fuel exhaust. Recommendations are given for controlling hazards in the pneumatic application of sanded piaster and concrete grinding; in the use of epoxy and polyurethanes; in paint spraying; and in the operation of engines for materialshandling equipment and heaters for construction jobs.
Introduction
TOGETHER with the utilization of many performed of all plastering operations. Base new materials for construction, industry coats are usually one-half inch thick and con has in recent years made increased use osfist of a mixture of about 20% gypsum
new methods of applying conventional ma plaster, 65% sand, and 15% water with terials in construction. Incidental to this trace amount of additives.
there has been an increase in the potential health hazards associated with various occu pations in the building trades. Several of the new procedures and materials of construc tion and the hazards which may attend them will be examined in this paper.
For pneumatic appplication, this plaster is mixed in a small ribbon mixer usually lo cated outdoors. Mixing these materials forms a thick slurry having the consistency of heavy cream. The plaster is automatically fed into a reciprocating piston pump which forces the
Pneumatic Application of Plaster
mixture through a two-inch diameter rubber hose to a spray nozzle. It may be applied to
The combination of high labor costs and the availability of substitute materials such as prefabricated gypsum cement, cement and wood chip, or cement and paper panels has caused a considerable reduction in the use of conventional gypsum plaster on lath. In an attempt to recover the market, the plaster ing industry has developed and introduced on an increasing scale a pneumatic method of applying plasters. This method consists of
any type of lath or to unprepared tile, block or concrete surfaces. The spray nozzle con sists of a short Venturi section terminating at a removable perforated cap. Compressed air between 16 and 22 pounds pressure forces the plaster through a three-eighthinch perforation in the cap. The distance between the spray gun and the surface being sprayed may vary from a minimum of six inches to a maximum of four feet.
pumping either plaster slurries or fluffs to the point of application and spraying them on the receiving surface. This method elim inates the need for hod carriers and reduces troweling.
A plastering crew consists of five or six men. One is at the mixer; a second operates the spray gun; and the third man acts as a sprayer's helper. The latter assists in moving the hose, preparing the area to be sprayed,
and in cleaning up after spraying. The
Gypsum Plaster Base Coat
remaining men follow three to five minutes
The application of scratch or sanded behind the sprayer, leveling and troweling plaster base coats is the most extensively manually.
Thu paper was presented at the American Industrial Hygiene Conference in Washington, D. C.t May, 1962.
The spray operation is very rapid. The walls, ceilings, and closets of a 9 by 12 foot
353
354 September-0ctober, 1962
Table I
Measurement of Average Particle Size
Device Uaed Cascade impactor Group 1
Group 2
Group 3
Microscope graticule
Size in Microns Per Cent Greater than Reference Size
2.0 3.5 8.0 20.0
2.5 4.5 9.0 25.0
2.75 6.0 11.0 30.0
2.0 4.0 8.0 16.0 32.0
100.0 63.0 36.0 9.8
100.0 75.0 42.0 4.5
100.0 69.0 26.0 12.3
99.8 17.3 6.2
1.5 0.8
room can be completed in less than half an hour. However, the operation is extremely dirty because of the considerable quantities of underspray, rebound and drippings. Air movement within the area affects the oper ation and steps must be taken to close all exterior openings prior to spraying.
aged percent of increase then fell into three groups which differed only in the velocity of air flowing through the apparatus at the time the samples were secured. The dry state particle size determinations were made by similar calculations based on the sum of all counts in each size range. Table I shows the results of these calculations.
Parent material samples were obtained at each sampling location and were analyzed for free silica by wet chemical methods in accordance with the procedures outlined by Talvitie.4
Table II indicates the physical character istics of the dust found at the breathing zone of the operator during plaster spraying oper ations. The samples obtained with the cas cade impactor contained the dust with its water content whereas the impinger samples were dry. It was also found that the dust concentration tends to diminish inversely with the distance from the spray operator. Sampling at a distance of six feet showed the average count was about 10 MPPCF.
Environmental Conditions
In the course of an extended study of spray plastering operations, the Division of Industrial Hygiene collected over seventyfive air samples using midget impingers and cascade impactor slides. Impinger samples were used to determine dust counts, dry state particle size, and airborne free silica concentrations. Phase microscopy methods described by Crossman1 and the author2 were used for airborne free silica concentra tion determinations. Dry state particle size determinations were made at the same time by measuring particles with a calibrated graticule containing circles of various sizes.
Samples were secured on cascade impactor slides in accordance with the methods out lined by Littman.3 The number of dust par ticles in standard areas of each stage of each slide was counted. Counts in each stage were then converted to percentages of totals for each sample. The separate percentages of the totals of the several samples were averaged and converted to percents showing increase Over the respective reference sizes. The aver
Table II Physical Characteristics of Dust Created by
Sanded Gypsum Plaster Spraying(a)
Dust counts Free silica concentration(b) Mean particle aizet dry state
Mean particle size, wet state
26*75 mppcf 61 % 1.5 microns
6.4 microns
(a) As indicated in breathing rone sampling.
(b) The Iree silica concentrations found in the air samples were in dose agreement with those found in the parent material.
In the course of pneumatic application of gypsum plaster, the spray operator may be exposed to a variety of health hazards. First, there is always the possibility he might in hale dust containing silica. Second, he is ex posed to a constant barrage of wet alkaline gypsum particles and droplets that may cover the exposed skin area and enter the eyes. Thus, the dermatitis problem normally present in plastering is extended because the face and neck as well as the hands are ex posed. Irritations of the eye are also likely
for the same reason. In addition the spray operator may be required to work on narrow wooden scaffolds or ladders, or at best on semi-finished floors, and the likelihood of
T I Industrial Hygiene Journal
355
r Us and tripping is increased by the presence thereon of considerable quantities of wet laster and construction debris.
protective Devices
The need for using protective devices other than hand creams is limited to the
ray operator since the concentration of dust jn the atmosphere diminishes inversely with distance, and because all members of the crew other than the spray gun operator are well behind the spray nozzle in terms of time and distance. The only practical means of protecting the spray operator is by means of a supplied-air respirator. A supply of air is i-eadily available in the compressed air hose feeding the spray gun. Experience has shown that a nozzle respirator coupled to a full face shield to protect the face and eyes is prac tical and adequate.
Asbestos-Rockwool Cement
Asbestos and asbestos-rockwool cement or fiberglass mixtures may be applied as interior finishes on solid surfaces to achieve a high fire-resistive rating and to deaden sound. They are most commonly used on exposed steel beams and girders in buildings which fireproof construction is required, as well as on ceilings and ceiling aprons of auditoriums and meeting rooms. Because these finishes are soft and friable they are limited to use in areas where they may be protected by either their inaccessibility or additional coverings.
Asbestos cements may be applied either manually or pneumatically. The machine used for the pneumatic application of these finishes consist of a finger stirrer which functions to fluff and to break up the asbestos strands of the raw material, a paddle wheel fan, a length of three-inch diameter flexible hose and a nozzle. Because of mechanical limiations the hose is relatively short, not exceeding 50 feet in length. The nozzle con sists of two parts. The first is an outer an nular section that is fed water at 80 to 100 pounds per square inch pressure and capped with a perforated ring. Its function is to create a fog to wet the asbestos. The second, or inner section, is essentially a Venturi tube
which serves to accelerate and further sepa rate the asbestos fluff. Compressed air at about 100 to 120 pounds pressure is fed into the Venturi immediately in front of the taper.
The stirrer and accompanying dumping operations are usually located near the spray ing operation within the building. Asbestoscement may be applied either before or after the structure is closed in. The distance between the spray gun and surface may vary from 6 to 24 inches. Surfaces may be pre viously treated with water or a water-latex emulsion or may be dry. Wetting the surface improves adhesion. Sometimes a latex emul sion may be added directly to the asbestos for the same purpose.
The plastering crew normally consists of three men: a mixer, a spray operator, and a helper. Occasionally one or two additional men may be assigned to the crew to level and smooth by hand. The general working con ditions are the same as experienced in spray ing sanded gypsum plaster, except that the use of scaffolds and working over large areas are the rule rather than the exception.
The Division's studies of this operation, al though not completed, have shown the presence of extremely dusty conditions. The average dust count in the breathing zone of the operator is about 200 mppcf. Con siderable dustiness was noted at distances of 50 feet from the operation as well as in the area about the mixers. It was impossible to secure dust samples in areas where asbestos cements containing admixtures of latex emul sion were being sprayed since the adhesive formed a gel in the impinger tubes. Besides a high percentage of asbestos, the airborne dust may contain mineral wool, clay, fiber glass and cement, a mixture which is potentially harmful to the lungs and irritating to the skin. The hazards produced by the pneu matic application of asbestos cement plaster are not limited to the spray operator, but may affect anyone working within 50 feet.
Recommended procedures for health pro tection tentatively call for use of airline res pirators by the spray operators, approved dust respirators for the mixer tenders and helpers and the exclusion of all other persons
356 September-October, 1962
from the general area in which asbestos is being mixed or sprayed.
Expanded Aggregates
Gypsum mixed with expanded aggregate, cement and additives may be applied instead of various other combinations of materials to produce highly fire-resistive finishes. Because this mixture is relatively light as compared to concrete, it is sometimes used in its place to reduce weight. However, expanded ag gregate plaster is not used widely because it is very expensive and does not improve the structural integrity of the building. More over, it is relatively soft and friable, and does not have the good accoustical properties of asbestos plasters. Piasters made with ex panded aggregates may be applied in a man ner similar to that used for sanded gypsum plaster. If they are applied pneumatically they must be leveled and troweled for a fine finish.
Perlite and vermiculite are the most com monly used expanded aggregates containing practically no free silica. Operations at which expanded aggregates are being applied pneu matically have not yet been studied by the Division and consequently no data is avail able.
Concrete Grinding
Concrete is poured as a semi-fluid material into molds or forms constructed of wood or steel. After pouring, it is vibrated to fill all the voids and spaces within the form. The joints at which the sections meet are not necessarily flush, smooth, or tight. The sec tions themselves contain irregularities and surface imperfections. Thus, after the con crete sets and the forms have been removed the surface is rippled and ridged and contains numerous spines and bumps. If the concrete surface is to remain exposed these imper fections may spoil the appearance of the finished construction or may pose a hazard to the occupants of the building. It is there fore necessary to remove them, and grinding is the process best suited for the work.
There are three main types of machines for grinding concrete, each of which uses a high-speed carborundum wheel to do the
actual grinding. The first type, used for overhead and vertical surfaces, consists of a large wheel mounted on the ends of extended counterbalanced arms. It is driven by an electric motor through a belt and pulley ar rangement. The entire assembly is mounted on wheels for portability. The arms and grinding head move through a vertical plane and may be independently controlled. Ceil ings can be ground by setting the arm and head position and by moving the carriage. Vertical surfaces are worked accordingly by a reverse arrangement.
Another machine in common use consists of a fixed wheel mounted below a motor and set on wheels. It is used to grind and to polish floors. This machine may be used for wet as well as dry grinding. The last type of machine is essentially a hand-held port able face-grinder. It is used in areas that cannot be ground with either of the larger machines.
Repairs which require repointing on stone and brick buildings are related to cement grinding insofar as the portable grinder is used for the removal of the old grout. The edge of the wheel is used instead of the face and whatever is said of concrete grinding may be applicable to repointing operations as well.
Concrete surfaces are usually smoothed prior to the erection of the exterior walls; however, special work may be done after the exterior has been completed. Floor grinding and terrazzo finishing is usually done after both interior partitions and exterior walls have been completed. The operation is quite rapid, and normally only one man is required at a location. On large jobs, however, ad ditional personnel may be assigned to port able hand grinding to help shorten the total work time.
The Division's experience with concrete grinding operations show that the dust con centrations may very widely depending on the physical conditions of enclosure, direc tion of wind, and other factors. It is likely that the concentrations of dust in the work ing area will be well above the MAC unless the process involves wetting. If the wind is blowing toward the operator's back and the
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Indusrtrial Hygiene Journal
tance between the wheel and the operator at least 6 feet, the dust concentration in the u athing zone may remain within tolerable levels- However, when the conditions are n0t so favorable, the potential hazard to the operator may be considerable since the free silica content of the mortars and concrete ke grinds ranges from 30 to 80 per cent.
Epoxy Resins
Epoxy resins have gained widespread use ;n a relatively short period of time in many diverse industries. Inherent limitations and high costs have limited their use by the build ing trades as agents for producing very hard floor surfaces and as components of imperme
able paints. Epoxy resins are manufactured by reacting
ethylene glycol with various complex amines to form a liquid prepolymer which may un der certain circumstances be mixed with fillers such as sand or talc. To form the polymer, diethlenediamine or other complex polyamines are added as catalysts. Polymer ization may be rapid or slow and may or may not require heat and curing. During poly merization various toxic amines are given off which may cause severe dermatosis on contact with the skin or lung irritation if inhaled.
For use as a pavement over clean, dry concrete or wood epoxy prepolymer is sup plied with a mixture of sand. The hardener, or catalyst, is supplied in a separate container to be mixed on the job in small batches which must be poured immediately after mixing. After some polymerization has taken place, the mixture stiffens and can be spread to proper depth and smoothed by troweling. The pavement usually becomes hard over night.
The tools and containers for mixing and working epoxy resin mortars are usually cleaned with toluol, acetone, or mixtures of solvents sold as lacquer thinners. Since the plastic is not soluble after it is fully polymer ized, the utensils must be cleaned prior to full set. The trowels and hand tools required for smoothing are cleaned frequently by wiping with solvent saturated rags.
The use of solvents adds to the significant
357
hazards inherent in the use of epoxy resins. Measures to protect the health and safety of workers should be taken accordingly. The crew is usually small, with one man mixing and up to five men carrying, pouring, and troweling.
Epoxy resins may be used in paints whereever hard, durable surfaces are required, as in food processing plants and lavatories. Such paints are supplied either in ready-touse mixtures containing the prepolymer, catalyst, and colors suspended in solvents; or more commonly, in two containers, one hold ing the resin and the other the remaining materials, all of which are mixed immediately before use. The solvents normally constitute 50 to 60 per cent of the paint, which is usu ally applied by spraying. Polymerization is very rapid and the coat is set within an hour after spraying. The hazards involved are due principally to the solvents and may be con trolled in a manner indentical to that used in spray painting with other materials.
Spray Painting
The pneumatic application of paint is not new. It has been used as a labor-saving technique for more than twenty years in the construction industry. Some recently de veloped paints such as those containing epoxy resins and the so-called speckled paints must be sprayed, while others such as synthetic enamels may be applied by either brush, roller, or by spraying.
Conventional paints usually contain pe troleum naphtha; however, the newer types have a mixture of solvents as a part or as the total constituent of their vehicle. Toluol, xylol, methyl ethyl ketone, isobutyl ketone, benzol and similar solvents may be used in various percentages which may exceed 60% of the total weight of the paint. These solevents evaporate far more rapidly and are anywhere from 3 to 30 times more toxic than naphtha.
In the construction industry the spray operator does not have the protection of a spray booth, and may frequently work in confined areas for relatively long periods of time. He may be provided with a cartridge type respirator for protection; however,
358 September-0ctober, 1962
cartridge filters rapidly clog with paint solids, and filter absorbents become saturated with the solvents in such atmospheres. The res pirator is then inoperative. Protection may better be secured by an airline respirator as
suggested for use with plaster sprayers. Since organic thinners used in paints are
highly flammable, and because the electrical power supplies, sparking devices, and other sources of ignition used in work areas are usually not enclosed, a considerable fire and explosion hazard is added to the inhalation hazard present when using paints.
A recently developed airless spray gun is claimed to reduce substantially (if not to eliminate altogether) the hazards attendant to spray painting. This gun uses heat to re duce the viscosity of the paint. Air pressure is applied directly onto the paint to cause the required flow. The paint is atomized by the nozzle and the sovents evaporate very quick ly. Since the solvent concentration in the paint is unchanged the hazards associated with the operation of an airless spray gun
are identical to any other spray painting where no heat is involved.
Conclusions
The construction industry faces numerous traditional health hazards along with some new ones that have emerged. Plaster-spray ing, concrete grinding, the use of epoxy resins, and paint spraying have been in cluded in this discussion. Respirators afford a means of protecting the worker but their use is practical and effective only for rela tively short exposures. Further work re mains to be done in devising adequate con trol of hazards during extended exposures.
References
1. Cxossman, G.: Determination of Free Silica by Dis persion Staininf Microscopical Methods, Amir. lnd. Hyg. Assoc. Quart. 12: 117 (September 1951).
2. Sheinbaum, M.: Experiences with Phase Microscopy, Amer. lnd. Hyg. Assoc. J. 21: 518 (December i960).
3. Lippman, M.: A Compact Cascade Impactor for Field Survey SampLine. Amcr. lnd. Hyg. J. 72: 34S (October I960.
4. Talvitie, N. A.: Determination of Quart! in Pres* ence of Silicates Using Phosphoric Acid, Analytical Chem. 23: 623 (April 1951).
WHO Fellowships Available
The World Health Organization will provide to United States health workers in 1963, at the request of the Government of the United States, a limited number of short-term fellowships for the "improvement and expan sion of health services'' in the United States. All applications will be screened by a Selection Committee established by the Surgeon General of the U. S. Public Health Service.
Applications will be considered in public health and related fields. Ap plicants must be engaged in full-time public health or educational work. In making selection, the Committee will consider the ability of the individual, the field of study proposed and the contribution which foreign study will make on his return. Officers and employees of the United States Government are not eligible. These fellowships will cover per diem and transportation and, except in very unusual circumstances, will be limited to short-term travel, i.e., two to four months. Employers of successful applicants will be expected to endorse applications and to continue salary during the fellowship.
Fellowships will be awarded up to the total of the funds available but successful applicants could probably not start their fellowships before May 1, 1963. The deadline for the receipt of applications is January 1, 1963. Further information and application forms may be obtained from Howard M. Kline, Ph.D., Secretary, World Health Organization Fellowship Selection Committee, U. S. Public Health Service, Washington 25, D.C.
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