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Historic Preservation - Technical Procedures |
Spectitle: | Lead: Characteristics, Uses And Problems |
Procedure code: | 0501014S |
Source: | Developed For Hspg (Nps - Sero) |
Division: | Metals |
Section: | Metal Materials |
Last Modified: | 02/24/2012 |
Details: | Lead: Characteristics, Uses And Problems LEAD: CHARACTERISTICS, USES AND PROBLEMS This standard includes general information on the characteristics and common uses of lead and identifies typical problems associated with this material along with common causes of its deterioration. INTRODUCTION Characteristics of Lead: - Very soft: Without support, it can sag and become distorted - Dense - Durable - Malleable - Has a low melting point - Long life-span (in milder climates, lead roofs have been known to last 200-300 years) - Generally corrosion-resistant - has little to no reaction with most compounds and solutions. - Resistant to corrosion by most acids including chromic, sulfuric, sulfurous and phosphoric acids. - Corrosive to alkalis (such as lime mortar, portland cement and uncured concrete), tannic acid found in wood, and radiation. Also corrosive to hydrochloric, hydrofluoric, acetic, formic and nitric acids. TYPICAL USES Typical historical uses for lead included: - Lead pipes: Sheets of lead were formed into tubes by bending and lead burning (welding). - Flashing, gutters and downspouts, and conductor heads - Prior to the late 17th century, lead was cast by hand in sand beds. Later, lead sheets were rolled in the mill and were, consequently, much lighter. In roofing applications, lead was best used for flat or low pitch roofs and built-in gutters due to the heavy weight of the sheets. Lead-coated copper was introduced in the 1930's. This consisted of sheet copper dipped first in a lead-tin alloy, then dipped in pure lead and then rolled. Typical current uses for lead include: - Sheet roofing - Decorative spandrels - Gutters, leader heads and downspouts - Cast decorative features and sculpture - Cupolas, spires and mullions - Lead-based paint: Red lead is typically used as a corrosion inhibitor for use on iron. White lead is used more frequently in commercial applications. White lead is not intended for use on iron - its use will increase corrosion, especially on wrought iron. - Sheathing for cables - Sheet lead partitions (good for noise reduction) - Pads for vibrating machinery - Shielding for x-ray and nuclear radiation - To waterproof ironwork where the iron is fitted into stone. NATURAL OR INHERENT PROBLEMS 1. Chemical Corrosion: a. Lead has good corrosion resistance to the following acids: Chromic acid, sulfuric acid, sulfurous acid, and phosphoric acid. b. Lead has poor corrosion resistance to: Alkalis like mortar and cement (evident as a reddish-brown oxide), carbon dioxide and organic acids like those found in wood (evident as a whitish carbonate coating). c. Lead also has poor corrosion resistance to the following acids: Hydrochloric acid, hydrofluoric acid, acetic (i.e. fumes from breweries), formic acid (i.e. from ants and other insects), and nitric acid. d. Lead is also susceptible to corrosion from tannic acid produced by oak, and acids from lichen on a roof that are washed over lead features such as flashing. 2. Galvanic (Electrochemical) Corrosion: Usually not a problem; lead is usually protected by a coating that forms on the surface and insulates the metal. 3. Lead as component of paint; health hazards: Ingestion of lead dust for workers and young children can result in serious lint-term health problems. See 09900-04-S for more information and precautions associated with lead-based paint. VANDALISM OR HUMAN-INDUCED PROBLEMS Mechanical or physical deterioration: 1. Erosion and abrasion: From dirt, sleet, hail and rain due to softness of metal. 2. Fatigue: Caused by thermal expansion and contraction 3. Buckling or fatigue cracking: May result from a high coefficient of thermal expansion. 4. Creep: Caused by the slow flow of gravity (usually a problem on steeper roofs). Creep and fatigue are often found together. One may accelerate the other. END OF SECTION |