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Talking about the causes of concrete cracks, Prevention and Treatment_8471

By Lori Ferguson,2014-10-17 10:31
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Talking about the causes of concrete cracks, Prevention and Treatment_8471

    Talking about the causes of concrete cracks, Prevention and Treatment

     Papers Key words: concrete; cracks; causes; prevention; treatment

     Abstract: With the rapid development throughout the construction industry, concrete in the construction industry are becoming more

    widespread, but at the same time, accompanied by the common problem of concrete cracks has been staggering, are not well resolved, to bring the projects varying degrees of harm. Articles on the causes of concrete

    cracks were analyzed, and its preventive measures and treatment were raised by their own observation.

     First, the types and causes of concrete cracks

     1. Shrinkage cracks

     Shrinkage cracks in concrete curing more after the end of a period of

    time, or pouring concrete around the week after. Cement mortar in the evaporation of water will produce shrinkage, and this contraction was not reversible. Shrinkage cracks in concrete outside was mainly due to evaporation caused by different levels of deformation of different results. Shrinkage cracks are mostly parallel to the surface of linear or a mesh of fine cracks in shallow, the width of 0.05 ~ 0.2mm more in

between the flat parts of the mass concrete in the more common, thinner

    flat-slab in the distribution of more than along its short-to . Shrinkage

    of concrete and concrete water-cement ratio the main, cement composition, cement consumption, the nature and amount of aggregates, additives and other relevant amount.

     2. Plastic shrinkage cracks

     Plastic shrinkage refers to the concrete in the condensed prior to the surface due to dehydration resulting from faster shrinkage. Plastic shrinkage cracks is generally hot and dry, or windy weather occurs, the crack width at both ends of the middle Duocheng small and of different lengths are not mutually consistent state. The main reasons for its formation: concrete in the final setting with virtually no strength or intensity is very small, or the final setting of concrete and the strength

    is just hours by high winds or large the impact of excessive water loss of concrete surface, resulting in capillary generated a large negative pressure Ershi sharp contraction in the volume of concrete, while the strength of concrete at this time is unable to resist its own contraction, resulting in cracks. Plastic shrinkage cracking of concrete affected the main factors water-cement ratio, concrete setting time, ambient

    temperature, wind speed, relative humidity and so on.

     3. Subsidence cracks

     Subsidence is due to structural cracks in the foundation soil is uneven, soft, or backfill is not false or due to flooding caused by uneven settlement; or because of lack of rigidity of the template, template support spacing is too large or support due to the bottom of the loose and so, in particular In winter, the template support in the permafrost, the permafrost thaw resulting from uneven settlement, resulting in cracks in concrete structure. Such cracks are mostly or penetrating deep into the

    cracks, its direction is related with the subsidence, generally along the vertical or the ground was 30 ? ~ 45 ? angle direction, a large

    subsidence cracks, tend to have a certain degree of dislocation, crack width is often proportional relationship with the settlement. Crack width less affected by temperature changes. Ground deformation and stability, the subsidence cracks has been largely stabilized.

     4. Temperature Crack

     Multi-temperature cracks occurred in the large volume of concrete

    surface or temperature changes in a larger area of concrete structures. The trend of temperature cracks are usually no fixed rules, large-scale

    structural cracks often criss-cross; flat-slab type length of the large

    size of the structure, cracks, more parallel to the short side; in-depth

    and cross-cutting of the temperature cracks generally associated with the

    short side parallel to the direction or nearly parallel to , cracks occur along the long side of the section, in the middle more dense. Crack width

    varies, affected by the temperature change is more obvious in winter wider, narrower in summer. High temperature expansion of concrete caused by temperature cracks are usually fine at both ends of the middle of thick, while the shrinkage cracks in the thickness of the changes were

    less pronounced. The emergence of such cracks can cause corrosion of steel bars, concrete carbonation, reducing freeze-thaw resistance of concrete,

    anti-fatigue and anti-permeability capability.

     5. Chemical reaction caused by cracks

     After the concrete mixing will produce a number of alkaline ions, these ions with certain activities of aggregate chemical reaction and to absorb the surrounding environment in the water volume increase, resulting in concrete crisp, expansion cracks. Such cracks usually appear in the concrete structure during use, if there is no remedy, it should take effective measures in the construction for prevention. The main preventive measures: First, selection of alkali-aggregate activity of a small sand

    and gravel. Second, use low-alkali cement and low-alkali or alkali

    admixtures. Third, choose the appropriate admixture inhibiting alkali-

    aggregate reaction.

     2, concrete crack prevention measures

     (A) Control concrete temperature rise

     1. Use a low heat of hydration of cement. Heat of hydration of cement clinker hydration heat release. In order to reduce the temperature of concrete may be required to meet the design strength of the premise, reduce amount of cement, as far as possible use in low-heat cement.

    General engineering can choose slag cement or fly ash cement.

     2. The use of the post-strength concrete. According to experimental data show that consumption of cement per cubic meter of concrete per 10 kg

    increase or decrease, concrete temperature of the heat-affected by the

    hydration of the corresponding lifting 1 ?. Therefore, according to the

    actual situation in the structure, the stiffness and strength of the structure, re-balance and achieve the design and quality control

    department, after approval, available f45, f60 or f90 alternative f28 as a concrete design strength, so that consumption of cement per cubic meter of

    concrete will be reduced 40 ~ 70 kg / cubic meters. The corresponding heat of hydration temperature also decreased 4 ? ~ 7 ?.

     The use of post-strength concrete mix design mainly from the start, and proved by experiment, after 28 days, concrete strength can continue to grow. To the expected time to achieve or exceed the design strength.

     3. Incorporation of water-reducing agent and micro-expansion agent. A