BS EN ISO 8501-1 PDF

Active, Most Current. Prices subject to change without notice. About Us. Contact Us.

Author:Goltisar Gorg
Country:Kazakhstan
Language:English (Spanish)
Genre:History
Published (Last):26 December 2015
Pages:50
PDF File Size:6.23 Mb
ePub File Size:16.72 Mb
ISBN:388-5-54134-783-2
Downloads:94766
Price:Free* [*Free Regsitration Required]
Uploader:Mazukus



Surface preparation is the essential first stage treatment of a steel substrate before the application of any coating, and is generally accepted as being the most important factor affecting the total success of a corrosion protection system. The performance of a coating is significantly influenced by its ability to adhere properly to the substrate material.

Residual millscale on steel surfaces is an unsatisfactory base to apply modern, high performance protective coatings and is therefore removed by abrasive blast cleaning. Other surface contaminants on the rolled steel surface, such as oil and grease are also undesirable and must be removed before the blast cleaning process. The surface preparation process not only cleans the steel, but also introduces a suitable profile to receive the protective coating.

Structural steel elements in new structures are usually either hot rolled sections or fabricated plate girders. Material that is pitted, i. Descriptions of rust grades A to D are as follows. A - Steel surface largely covered with adhering mill scale, but little if any rust B - Steel surface which has begun to rust and from which mill scale has begun to flake C - Steel surface on which the mill scale has rusted away or from which it can be scraped, but with slight pitting under normal vision D - Steel surface on which the mill scale has rusted away and on which general pitting is visible under normal vision.

This standard essentially refers to the surface appearance of the steel after hand cleaning , power tool cleaning , abrasive blast cleaning or flame cleaning and gives descriptions with pictorial references of the grades of cleanliness. Surface cleaning by hand tools such as scrapers and wire brushes is relatively ineffective in removing mill scale or adherent rust. Where it is not possible to clean by abrasive blasting , hand and power tool methods may be the only acceptable alternative methods.

Modern power tooling has been developed not only to achieve a good standard of surface cleanliness and profile but also to provide near total containment of all dust and debris generated. New equipment is now available to use percussive reciprocating needles, rotary abrasive coated flaps and right-angle grinders, all within a vacuum shroud to enable on-site surface preparation to be environmentally acceptable.

By far the most significant and important method used for the thorough cleaning of mill-scaled and rusted surfaces is abrasive blast cleaning. This method involves mechanical cleaning by the continuous impact of abrasive particles at high velocities on to the steel surface either in a jet stream of compressed air or by centrifugal impellers.

The latter method requires large stationary equipment fitted with radial bladed wheels onto which the abrasive is fed. As the wheels revolve at high speed, the abrasive is thrown onto the steel surface, the force of impact being determined by the size of the wheels and their radial velocity. Modern facilities of this type use several wheels, typically 4 to 8, configured to treat all the surfaces of the steel being cleaned.

The abrasives are recycled with separator screens to remove fine particles. The cleaned surfaces should be compared with the appropriate reference photograph in the standard according to the specification. A very wide range of abrasives is available. These can be non-metallic metal slags, aluminium oxide, etc and metallic steel shot or grit, etc. The particle size of the abrasive is also an important factor affecting the rate and efficiency of cleaning. In general terms, fine grades are efficient in cleaning relatively new steelwork, whereas coarse grades may be required for heavily corroded surfaces.

The removal of rust from pitted steel is more easily effected by fine grades and, depending upon the condition of the steel surface, a mixture of grades may be required initially to break down and remove mill scale and clean in pitted areas. The sudden heating causes rust scales to flake off as a result of differential expansion between the scales and the steel surface. All loose rust can then be removed by scraping and wire brushing followed by dust removal.

Flame cleaning is not an economic method and may damage coatings on the reverse side of the surface being treated. Also the technique is not very effective in removing all rust from steel, so it is rarely used. This process involves immersing the steel in a bath of suitable inhibited acids that dissolve or remove the millscale and rust but do not appreciably attack the exposed steel surface.

Acid picking is normally only used for structural steel intended for hot-dip galvanizing. Depending upon the condition of the steelwork prior to blast cleaning , there may be surface contaminants present other than mill scale and rust. Initial steel surface conditions of Grades A to C are unlikely to be affected, however Grade D condition steelwork that is pitted could contain contaminants within the pits that may not be removed by the dry blast cleaning process.

The testing for soluble iron corrosion products is not usually required for new steelwork but is sometimes carried out on steelwork which has been stored in an external environment for long periods of time and on existing structures undergoing maintenance treatments. The introduction of water into an abrasive blast stream contributes to the reduction of the dust hazard, particularly when removing old lead based paints and water-soluble contaminants.

Several methods of using water with abrasives have been developed. Conventional wet abrasive blast cleaning uses the same pressures as for conventional dry blasting and similar equipment. The water is usually introduced immediately behind the nozzle so that it is atomised and accelerated through the nozzle orifice along with the air and abrasive.

Water can also be introduced in controlled amounts at the base of the blast pot and is then mixed with the air and abrasive as it passes along the blast hose. Because of the low water to air ratio of the system, fine particulates of abrasive can remain on the steel surface and need to be removed by water washing.

This method can produce a high visual standard of cleaning and is effective in removing a high proportion of soluble salts. Some wet abrasive processes use inhibitors in the water to prevent rusting of the cleaned surface. It is important to establish whether any remaining traces of such inhibitors will be compatible with the paint coating to be applied subsequently. Generally, where inhibitors are not used, any surface rusting after wet abrasive blasting is usually removed by final light dry blast cleaning.

Ultra-high pressure water jetting over 1, bar 25,psi is gaining in popularity, partly because of its ability to remove high percentages of soluble salts from the steel surface. It has the advantage of not generating spent abrasive and not incurring the cost of abrasive disposal.

Also, at the higher pressures, lower volumes of water are used, and this makes disposal costs lower than with traditional water blasting methods. Ultra-high pressure water jetting leaves a warm surface from which traces of residual water quickly dry, but does not generate sufficient heat to cause thermal stress in the steel surface.

The removal of a high proportion of soluble salts from the steel surface is seen to be the major advantage of ultra-high pressure water jetting. Rust and coatings are sheared and lifted from the surface relatively easily compared with other blasting methods. Soluble salts are removed more effectively because the steel profile generally remains unchanged. Injecting small amounts of abrasive into the water stream can induce a rougher surface profile but can also increase operating costs.

Ultra-high pressure water jetting is an extremely versatile and effective method of removing paint and metal coatings, soluble salts and other contaminants from steel surfaces. It is environmentally friendly and, although at present it is costly compared with traditional blast cleaning methods, it is considered to be an emerging technology which will, in the near future, rival and possibly replace traditional open abrasive blast cleaning methods.

The type and size of the abrasive used in blast cleaning have a significant effect on the profile and amplitude produced. High build paint coatings and thermally sprayed metal coatings need a coarse angular surface profile to provide a mechanical key. This is achieved by using grit abrasives.

Shot abrasives are used for thin film paint coatings such as pre-fabrication primers. The difference between shot and grit abrasives and the corresponding surface profiles produced is illustrated below in the three-dimensional diagrams obtained from noncontact surface characterisation equipment. The surface treatment specification should describe the surface roughness required, usually as an indication of the average amplitude achieved by the blast cleaning process.

Several methods have been developed to measure or assess the distance between the peaks and troughs of blast cleaned surfaces. These have included comparator panels, special dial gauges, replica tapes and traversing stylus equipment. The blast cleaning operation produces large quantities of dust and debris that must be removed from the abraded surface. Automatic plants are usually equipped with mechanical brushes and air blowers.

Other methods can utilise sweeping and vacuum cleaning. However, the effectiveness of these cleaning operations may not be readily visible, and the presence of fine residual dust particles that could interfere with coating adhesion can be checked for using a pressure sensitive tape pressed onto the blast cleaned surface.

The tape, along with any dust adhering to it, is then placed on a white background and compared to a pictorial rating. Although the standard provides a method of checking for dust, there are no recommendations for acceptable levels. After the preparation of the surface to an acceptable standard of cleanliness and profile, it is important that the steelwork is not allowed to deteriorate. Re-rusting can occur very quickly in a damp environment and unless the steel is maintained in a dry condition coating of the surface should proceed as soon as possible.

Any re-rusting of the surface should be considered as a contaminant and be removed by re-blasting. After abrasive blast cleaning , it is possible to examine for surface imperfections and surface alterations caused during fabrication processes , e. Certain surface imperfections introduced during the original processing of the steel may not be detrimental to the performance of a coating in service, particularly for structures in relatively low risk environment categories.

However, depending upon the specific requirements of the structure, it may be necessary to remove general surface imperfections on welds and cut edges to produce an acceptable surface condition for painting. Weldments on fabricated structural steelwork represent a relatively small but important part of the structure and can produce variable surface profile and uneven surfaces or sharp projections that can cause premature failure of the coating.

Although welded areas are inspected, the requirements for weld quality do not usually consider the requirements for coating. Welds must be continuous and free from pinholes, sharp projections and excessive undercutting. Weld spatter and residual slags should also be removed. BS EN ISO [7] describes preparation grades of welds, cut edges and other areas, on steel surfaces with imperfections to make the steel surfaces suitable for the application of coatings.

Three preparation grades are described, with illustrated examples of relevant imperfections, as:. Sawn and flame-cut ends and edges need treatment to ensure that the coating adheres and is of sufficient thickness. At outside arrises i. Consequently, they should be smoothed by grinding or filing. It can be argued that with modern high-build coatings and the use of stripe coats an extra coat applied only locally , smoothing to a 1mm radius is adequate.

Network Rail specifies a minimum radius of 3mm and this is considered by some steelwork contractors to be an onerous requirement. The corners of rolled sections generally do not require grinding, as they are usually smooth as a result of the rolling process. Girder splices and connection details are often not given full protection in the shop, leaving the connection zones to be made good on site. A frequent consequence is that these zones are the least well prepared and protected, and are the first to show signs of breakdown.

Hence, it is important to pay special attention to the corrosion protection of these areas. At welded connections , the key factors in ensuring the effectiveness of the coating system are the effectiveness of the protection before final coating.

The areas local to welds are usually masked, to prevent them being coated. The masking stays in place until the joint is welded ; this is not an ideal form of protection if there is prolonged exposure before welding. After welding , it is essential that the joint surfaces, including the weld itself, are prepared to the specified standard of cleanliness and profile.

Because of the contamination that occurs from the welding flux, particular attention needs to be paid to cleaning off all residues. The surfaces of welds themselves should not need any grinding if they comply with the requirements of BS EN Part 2 [10] for smoothness and blending into the parent metal.

However, rough profiles, badly formed start-stops, sharp undercut and other defects such as adherent weld spatter should be removed by careful grinding. Particular attention needs to be paid to the blast cleaned profile because weld metal is harder and site blast cleaning is more difficult than shop blasting.

Preloaded bolted connections merit particular consideration, both of the surfaces that will remain exposed and of those that will not e.

KISAH ASHABUL KAHFI PDF

BS EN ISO 8501-1

Latest version of document. Their committees work with the manufacturing and service industries, government, businesses and consumers to facilitate the production of British, European and International standards. Website: www. Sample Specification Download sample specifications and see what's possible with NBS Chorus Case studies Find out how our customers use our software and services Authors Meet some of our specialists and contributors Training Interactive training courses and educational material, to help you get the most from NBS software tools Downloads and updates Download the latest versions of our software and find out about the latest updates to content About NBS Our Vision, Mission and Values Newsroom All the latest NBS and industry news and stories. Visual assessment of surface cleanliness. Rust grades and preparation grades of uncoated steel substrates and of steel substrates after overall removal of previous coating. This document Older versions.

DYNAMICS AND RELATIVITY MCCOMB PDF

SteelConstruction.info

Surface preparation is the essential first stage treatment of a steel substrate before the application of any coating, and is generally accepted as being the most important factor affecting the total success of a corrosion protection system. The performance of a coating is significantly influenced by its ability to adhere properly to the substrate material. Residual millscale on steel surfaces is an unsatisfactory base to apply modern, high performance protective coatings and is therefore removed by abrasive blast cleaning. Other surface contaminants on the rolled steel surface, such as oil and grease are also undesirable and must be removed before the blast cleaning process. The surface preparation process not only cleans the steel, but also introduces a suitable profile to receive the protective coating. Structural steel elements in new structures are usually either hot rolled sections or fabricated plate girders. Material that is pitted, i.

Related Articles