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Measures for concrete repair and corrosion control

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In the first of the two-part series, Upen Patel, Business Director, BASF India, explained various factors responsible for the corrosion of concrete. In this second and last part, the author explains various components and the materials used to deal with the problem of deterioration of concrete.Once concrete repairs and strengthening was considered as an activity of rejuvenating the old structures and making them capable of loadings and environmental stresses in the future life. Today we are constructing more advanced and ever more-demanding structures with complex detailing and concrete repairs and strengthening starts during the construction stage itself. The complex and fast pace construction methods with reduced emphasis on adequate quality assurance results in to construction errors and creates needs for repairs and strengthening during construction. With the complex performance demands of the new structures and ever longer life expectancies makes concrete repairs, strengthening and protection procedures more and more demanding. This article is an attempt to present the fundamentals of concrete repairs and strengthening in a step-by-step process and focuses on the advantages and disadvantages of current practices and provides an insight in the futuristic but more simple to adopt techniques.Treatments of cracks:The most important criteria for selecting the right material for crack injection is based on the structural status of the crack. Is the crack alive or dormant? This can be checked by monitoring the crack width. If the crack is live, stressed are still like to relieve and hence to avoid further cracking at any other location. It is important to inject and seal the live crack with flexible injection resin such as polyurethane based. The dormant structural cracks can be sealed with epoxy/ polyurethane resins meant for structural bonding. In case if the sealing is only meant for water tightness same can be achieved by injecting with the re-swell able acrylate injection resins. The surface cracks found within the concrete covers can be open, routed and sealed used acrylic sealers as they are superficial nature but needs effective sealing as can leads to other form of corrosion/deterioration. Many hairline cracks formed on the surface of concrete cannot be opened and sealed and can be coated and sealed with high-elongation, flexible acrylic protective coatings instead.Surface preparation for volume replacementsThe surface preparation is a pre-requisite for an effective volume replacement job. Following components explains the surface preparation tasks.??Remove all identified defective concrete??Saw cut perimeters – 15mm depth??Expose steel unit no corrosion is evident??Expose the full circumference of the steel and beyond by 25mm.??Priming of the rebars: Prime immediately after cleaning. Apply a continuous coat of active zinc rich epoxy primer or appropriate corrosion protection system. Attention must be paid to the underside of the bars.??Priming of the concrete: Depending upon the need of the volume replacement materials, apply right primer. In case of chloride contaminated area use epoxy bonding agent.Cosmetic volume replacement:While replacing the concrete volume within the cover is defined as cosmetic repairs. The aim is to replace defective, deteriorated concrete cover with impervious polymer-modified mortar. The most cost effective repair materials are ready to use re-profiling mortars or to use site-batched polymer modified repair mortars with 1:5:15 proportion of polymer: cement: sand. These mortars are not capable of achieving the high compressive strengths but are able to provide effective corrosion barrier at economical costs. As the repair is within the cover zone, it does not have significant barring on the overall strength of the structure. The ready to use re-profiling mortars are shrinkage compensated and have good thixotropy enabling up to 50mm thickness built-ups in single operations; while polymer modified site batched mortars may need multi-layer applications on thick applications.Structural volume replacements:While replacing the volume of the concrete beyond concrete cover, it is very important that the member under repair is relived from the imposed loads by supports. Surface preparation is very important and any negligence may cost the success of the structural repairs. There are many options available for volume replacement such as micro concrete, single components patch repair mortars, two-component patch repair mortars, spray applied micro-concrete, site batched polymer modified mortars, self compacting concrete, shotcrete, pre-places aggregate concrete. Large volume concrete repairs can be conducted using self-compacting concrete, shotcrete or pre-placed aggregate concrete provided the interface between new and old concrete is taken care properly. Generally in India the 1st choice for volume replacement remains as form and pour micro-concrete while spray applied micro-concrete is very popular internationally due to reduced need for shuttering and ready availability of spray applied micro-concretes. Patch repair mortars if need to be used must be ready to use, one component type with fibre modification to avoid chances of cracking. Products like two-component polymer modified mortars and site-batched polymer modified mortars known for their low compressive strengths and can not be used to repair high grade concrete. In most parts of India, it’s not practical to produce site-batched polymer modified mortars with >M20 grade compressive strengths due to limitation of local fine aggregate gradation! If such low strength mortars are used to replace concrete, it leads to higher stress concentration on the rest of the structure resulting in to further distress and deterioration.Special application:Application such as under water, chemical exposures, pavement repairs, and abrasion/impact damage as well as heritage restorations requires additional considerations while repairs and now many specialized products are available for such applications some of them are summarized as below:Underwater repairs??Micro-concrete: Emaco S46UW – Anti-washout grout??Patch repair mortar: Emaco S90 – Thixotropic patching mortar??Crack injection resins: Concresive 1316 – Water insensitive resin??Re-profilinfsealing mortar – Subcote S – Resin basedChemical resistance situation??Epoxy concrete – Concresive 2929??Patch repair mortar – Concresive ERL – Epoxy liner??Re-profiling / sealing mortar – Concresive 2200 – Resin basedPavement repairs??Patch repair mortar – Emaco R650 – Rapid hardening cementitious??Re-profiling mortar – Concresive 1418T- Rapid hardening, resinousCorrosion controlWhile repairing the deteriorated structure it’s of utmost importance to prevent the rest of sound structure from getting deteriorated by implementing proper corrosion control measures. There are various options available the right selection needs to be based on the need of the situation and the practically of the options. Following is the basic introduction with the advantages and disadvantages of some of the most popular option:Film forming coatings – Acrylics and resin based coatings??Limited life expectancy (5-10 years)??Limited crack bridging limits performance on cracked substrate??No passivation of corroding reinforcementMigrated corrosion inhibitors – surface applied method??Easy to use??Effectiveness depends on chemical types and concrete porosity??Not effective against carbonation, sulphates, ASRCathodic protection – impress current method??Good life expectancy (>20 years)??Very expensive??Destructive, slow and time consuming??High application skills required??Power breakdown can disrupt the protection??No protection against carbonation, sulphate, ASR attacksCathodic protection – Impress current method??Low to medium life expectancy (5 – 10 years)??Destructive method, requires replacements in future??Lump-sum application, design guidelines not followed??Not practical in heavy reinforced members??Corrosion continues; instead of steel embedded zinc corrodes??Not effective against carbonation, sulphates, ASR.Protectosil CIT – Organo-functional silane based system??Spray applied – easy to use??Organo functional silane based – deep penetrative??Monomer structure – chemically reacts, no degradation in UV??Corrosion inhibition effect – repassivates rebar??Effective in all four types of corrosion as it hydrophobize concrete??Well-established and tested worldwide??Non destructive method??Measurable reduction of corrosion current??Effective till treated concrete thickness lasts!Other important aspects of repairsWhile right diagnosis and selection of materials is the core of the repair project; other aspects such as preparation of drawings and specifications, selection of right contractor, execution of the work to the specifications, adequate quality control are equally important. Repair project is more specialised and good site management and construction practices have to be followed. Also at the end of the job all the records relating to the diagnosis, material selection and execution of the work shall be maintained and preserved for any reference needs in future.Conclusion:With the right focus on the causes, evaluation and selection of correct repair materials; the resultant repairs would be long lasting and we would be able to avoid expensive repetitions of repairs in the future.(Extract from the paper presented by the author at the Construction Chemicals International Conference 2012 held in Mumbai)

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Concrete

Shree Cement Posts Strong Q4 as Volumes Rise

Revenue and Premium Sales Drive Margin Improvement

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Shree Cement reported results for the quarter and year ended 31 March 2026, with consolidated net revenue of Rs61,010 million (mn) and consolidated EBITDA of Rs13,840 mn. Standalone net revenue was Rs56,430 mn and profit after tax stood at Rs5,320 mn, improving from the prior year. Cash profit and operating metrics strengthened quarter on quarter. The board recommended a final dividend of Rs70 per share, taking total payout for the year to Rs150 per share.

Total domestic cement sales rose 11 per cent year on year from nine point five two mn tonnes (t) to 10.56 mn t, with quarter on quarter gains of about 24.5 per cent. Sales of premium products increased to 22 per cent of trade volume from 16 per cent in the prior quarter, supporting margin expansion.

The ready mixed concrete operations totalled 26 plants at year end and 10 new commercial plants inaugurated in March are under commissioning, which will raise the count to 36. The company commissioned an integrated project of three point six five mn t clinker and three point five mn t cement capacity in Karnataka, taking installed cement production capacity in India to 69.3 mn t.

Sustainability metrics included 61 per cent green electricity share in the quarter and green power generation capacity of 666.5 megawatt (MW). Manufacturing sites maintained zero liquid discharge and a water positivity index greater than eight times. Management said energy efficiency and digitalisation measures were helping to mitigate cost pressures from the West Asia conflict.

Management expressed confidence in medium term demand backed by infrastructure spending and Union Budget measures, while noting short term risks from geopolitics and monsoon forecasts. The company has incorporated a wholly owned subsidiary for overseas operations and is pursuing multiple expansion opportunities to accelerate capacity build up.

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Concrete

Shree Digvijay Cement Reports Annual And Quarterly Results

Annual revenue rises as EBITDA expands sequentially

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Shree Digvijay Cement Company Limited reported consolidated financial results for the quarter and year ended 31 March 2026, showing higher revenues and improved profitability. Revenue from operations for the quarter was Rs 2,084.7 mn, up from Rs 1,833.4 mn in the prior quarter, while revenue for the year was Rs 7,491.0 mn versus Rs 7,251.5 mn a year earlier. EBITDA for the quarter rose to Rs 251.0 mn from Rs 38.4 mn in the preceding quarter and reached Rs 746.1 mn for the year. Profit after tax for the year was Rs 250.0 mn.

Sales volume for the company s grinding and cement operations was zero point three six four mn t in the quarter and one point four zero three mn t for the year, while traded volumes were zero point zero three mn t in the quarter. EBITDA per tonne improved to Rs637 in the quarter and averaged Rs521 for the year. Under a brand usage, supply and distributorship agreement the company sold 29,928 t of Hi Bond cement, which generated Rs153.6 mn in revenue and Rs20.0 mn in EBITDA during the period.

The company said that it had commenced purchase and distribution of Hi Bond cement effective 19 March 2026 pursuant to the long term distributorship agreement, and that it had paid a refundable security deposit of Rs four bn under the same arrangement. Management indicated that the strategic integration with the Hi Bond network would support future growth and strengthen distribution capabilities. The board cited seasonally higher demand and improved pricing as factors behind the sequential improvement in realisations.

The board recommended a final dividend of Rs one per equity share subject to shareholder approval at the ensuing annual general meeting. The company reiterated focus on sustaining the positive momentum in revenue and margin metrics while integrating the new distributorship, and will continue to monitor market conditions and pricing trends to support further improvement in outcomes.

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Concrete

Cement Production Up Eight Point Six Per Cent To 491.4 mn t In FY26

Icra Sees Seven To Eight Per Cent Growth In FY27

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Icra reported that cement production volumes rose by eight point six per cent in the financial year 2026 to 491.4 million (mn) metric tonne (t). March output was 48.4 mn t, up four per cent year on year on a high base.

The agency projected that volumes are expected to grow by seven to eight per cent in the current financial year, supported by sustained demand from the housing and infrastructure sectors. Average cement prices were reported to have remained flat in March at Rs 340 per bag on a month on month basis, while prices for FY26 increased by two per cent to Rs 345 per bag year on year.

Among inputs, coal prices declined by 17 per cent year on year to USD 102 per t in April 2026 while petcoke prices rose sharply by 19 per cent month on month and 22 per cent year on year to around Rs 15,800 per t in April. Petcoke was higher by about five per cent year on year in FY26 and diesel prices were reported to have remained steady. Icra noted that coal, petcoke and diesel are expected to trend higher in FY27 and remain exposed to risks from the ongoing West Asia conflict.

The report emphasised that operating margins for Icra’s sample set of companies are estimated to moderate by 200 to 400 basis points (bps) in FY27 on account of a likely increase in input costs, with further downside risks should crude prices rise owing to geopolitical tensions. However, debt protection metrics are projected to remain comfortable and Icra maintained a stable outlook on the Indian cement sector.

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