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Protective concrete

In practice, the current densities for protecting concrete structures are generally lower than the values in Table 19-1. The reason is that the cathode surfaces are not well aerated and areas of the anodes are dry. Practical experience and still-incomplete investigations [43] indicate that at even more positive potentials than those given in Table 19-1 with U = -0.35 V, noticeable protection can be achieved so that = -0.4 V can be regarded as the protection potential. In DIN 30676, t/jj5 = -0.43 V is given [44] (see also Section 2.4). [Pg.430]

As a final application of the profiling technique, the sensor for large depth measurements described in Section 2.4.2.5 was used to resolve multi-layer polymer coatings on concrete samples. Such coatings are used to protect concrete from degradation and corrosion. They are applied to the concrete surface to reduce the porosity in the upper first millimeters to prevent the penetration of water and... [Pg.121]

Fig. 2.4.14 Profile of a multi-layer polymer coating used to protect concrete surfaces from environmental corrosion. The profile is the signal amplitude resulting from the addition of the first 32 echoes acquired with a CPMG sequence with tE = 50 ps. It has an FOV of 8 mm and was measured with a spatial resolution of 100 pm. Using 256 scans per point and a repetition time of 100 ms, the total acquisition time per point was 25 s. Fig. 2.4.14 Profile of a multi-layer polymer coating used to protect concrete surfaces from environmental corrosion. The profile is the signal amplitude resulting from the addition of the first 32 echoes acquired with a CPMG sequence with tE = 50 ps. It has an FOV of 8 mm and was measured with a spatial resolution of 100 pm. Using 256 scans per point and a repetition time of 100 ms, the total acquisition time per point was 25 s.
The chemical industry manufactures and supplies the citizen of the world with thousands of chemicals essential to daily life. The industry product portfolio ranges, for example, from epoxy resins designed for paints protecting concrete or metal, to membranes for water purihcation or pharmaceuticals protecting human life. [Pg.201]

Protective Properties Protect concrete and metal from corrosive environments... [Pg.78]

Nuclear coatings are formulated to seal and protect concrete, concrete block and steel surfaces. The most commonly used coating types are the amine and polyamide cured epoxy systems. The solids, by volume, can vary from 50 to 100% with fillers or reinforcement fibers usually added so that the coating can perform a wide variety of functions. Reasons for their wide use are that they bond tenaciously to a variety of substrates they cure to a hard smooth finish which results in superior decontamination qualities and, most importantly, they perform satisfactorily in Ciass 1 and 2 service. [Pg.340]

Use Nonvolatile bonding agent for pigments weatherproofing paints for protecting concrete, stone, brick, and plastic surfaces. [Pg.530]

Sulfur s thermoplastic property and its resistance to chemical attack led to its use as a decorative and functional coating (46,47). Unless additives are used to prevent reversion to a crystalline allotrope, the coatings develop pinpoint holes and lose strength when used as a jointing material. When pure sulfur was used to protect concrete for storing hot saline solutions, it failed in less than one year (48). [Pg.217]

Stopping or reducing the corrosion rate in reinforced-concrete structures damaged by chloride-induced corrosion is more difficult than in carbonated concrete. For instance, distinguishing between aggressive and protective concrete, i. e. concrete containing chloride above and below the threshold, is difficult, since the chloride threshold depends on the concrete composition and the exposure conditions (Chapter 6). [Pg.324]

The term conventional repair is used in this book to indicate a repair work made on a damaged reinforced concrete structure, which is aimed at restoring protection to the reinforcement by means of replacement of non-protective concrete with a suitable cementitious material. The durability of the repair work is due to the achievement and maintenance of passivity on the reinforcement by the contact with the protective repair material. The repair work can be divided in the following steps a) assessment of the condition of the structure b) removal of concrete in well-defined parts of the structure and for specific depths c) cleaning of the exposed rebars d) application of a suitable repair material to provide an adequate cover to the reinforcement [1-6]. Each of these steps must be carried out properly in order to guarantee the effectiveness of the whole repair work. Additional protection measures can be used to increase the durability of the repair, but they must not interfere with the protection provided by the alkahnity of the repair material. Strengthening may also be required to restore the structural safety of the structure. [Pg.329]

Y. P. Virmani, G. C. Clemena, Corrosion protection concrete bridge , US Department of Transportation, Federal Highways Administration, Report FHWA-RD-98-088, 1998. [Pg.375]

YP Virmani, GG Clemena, Corrosion Protection-Concrete Bridges Report no. FHWA-RD-98-088, FWHA, Sept. 1998, p. 72. [Pg.314]

On account of their favorable properties and comparatively low price, bitumen paints have been used to protect concrete structures (foundations, bridge abutments), felt roofs, sheet-metal roofs, drinking water reservoirs, silos, pipes made from fiber-reinforced cement, concrete, steel and cast iron, and in vehicle construction (wagon underframes, car underfloor protection). [Pg.93]

Neoprene roofing applied in liquid form is used to protect concrete, plywood, and metal decks. The solvent solution can be readily applied and will cure into a roofing membrane that is tough, elastic, and weather resistant. [Pg.467]

Virmani, Y.P. and Clemena, G.G. (1998). Corrosion Protection - Concrete Bridges. Federal Highways Administration Report FHWA-RD-98-088, Washington, DC, p 30. [Pg.139]

Fly ash addition is diminishing also the risk of reaction of alkalis from cement with aggregate, which was discussed in Sect. 6.4. The fly ash addition, which allows the reduction of OH ions concentration in the liquid phase of the paste to 0.3 mol/1 is protecting concrete against destraction [140]. This corresponds to about 40% of fly ash addition to cement with average alkalis content (Na2O =0.92%) or about 30% in the case of cement with lower alkalis content (Na2O =0.68%). [Pg.568]

Sducde 326 urethane, priners Dadan VTW1225/40WA urethane, protective concrete coatiigs... [Pg.1630]

Jersey barrier— A protective concrete barrier initially and still used as a highway divider and now functions as an expedient method for traffic speed control at entrance gates and to keep vehicles away from buildings. [Pg.491]

Etectrochemical Chloride Removal and Protection of Concrete Bridge Components. Discusses the feasibility of injecting synergistic inhibitors for protecting concrete bridge components. 47 pages. SHRP-S-310, 10... [Pg.237]

It is now widely accepted that the inherent chemical resistance of concrete is limited and that the concrete surface needs additional barrier protection when exposed to aggressive environments. Unlike the metallic substrate, the concrete substrate is heterogeneous and porous in nature. Protective barrier systems protect concrete from degradation by... [Pg.277]

Urethane is used to line tanks and piping. It is also applied as a coating to protect concrete from chemical attack and to prevent seepage of the corrodent into the concrete and attacking the reinforcing steel. Protection from abrasion and erosion is also provided. [Pg.99]

Foot-protection concrete blocks are usually placed in front of the upright section. Figure 18.15 shows the failure modes related to such foot-protection, whereas the foot-protection blocks are removed, erosion of rubble mound takes place near the foot of the upright section. Also, through-wash (rapid current through the rubble mound) will cause scouring of the sand under the rubble mound thus, the foot-protection concrete blocks must prevent the direct intrusion of wave pressure into the rubble mound and also the subsequent pressure-induced current in the mound. These blocks work as a filter and also provide weight for the rubble mound. [Pg.473]

The liner in general is to protect concrete from excessive reactor temperatures and radiation developed from inside. It carries cooling pipes circulating water at suitable intervals. The liner is anchored to the concrete by means of plugs, etc. The details are given later on under a separate caption. [Pg.263]


See other pages where Protective concrete is mentioned: [Pg.640]    [Pg.56]    [Pg.498]    [Pg.381]    [Pg.19]    [Pg.20]    [Pg.20]    [Pg.88]    [Pg.152]    [Pg.77]    [Pg.330]    [Pg.219]    [Pg.219]    [Pg.597]    [Pg.225]    [Pg.228]    [Pg.192]    [Pg.682]    [Pg.1316]    [Pg.669]    [Pg.52]    [Pg.606]    [Pg.412]    [Pg.144]    [Pg.167]    [Pg.219]   
See also in sourсe #XX -- [ Pg.399 ]




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