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Special materials for repair & seismic strengthening of buildings

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Every year, numerous buildings across the country are affected by natural calamities. In such a scenario, it is very important for builders and constructors to focus on the structural strength of a building while carrying out any kind of construction.

Like any other country, India too has faced a fair share of climatic adversities in the past. While natural calamities are a big concern, a significant proportion of the country?? infrastructure is incapable of withstanding even acts of nature such as heavy rains. Heavy downpours during June-July 2019 in Maharashtra, northern Karnataka caused several walls to collapse across the state resulting in severe loss of life and property.

According to the National Institute of Disaster Management, Government of India, as much as 59 per cent of land area in India is susceptible to seismic hazards or earthquakes. The country has witnessed some highly devastating earthquakes since the late 19th century which have had consequential effects on our buildings and infrastructure.

In such a scenario, it is very important for builders and constructors to focus on the structural strength of a building while carrying out any kind of construction activity. Some such activities include repair, restoration or seismic strengthening of dilapidated buildings. In a building strengthening guideline prepared by Dr Anand S. Arya, Professor Emeritus, Department of Earthquake Engineering, I.I.T Roorkee and advisor to the Ministry of Home Affairs, he enlists eight special materials that are best suited for building repair and strengthening projects.

Here?? the list of eight materials that are most suitable for repair, restoration and seismic strengthening of..

  • Non-shrink grout

  • Shotcrete

  • Epoxy resins

  • Epoxy mortar

  • Quick-setting cement mortar

  • Mechanical anchor

  • Ferrocement ??fibre concrete

  • Fibre reinforced plastic (FRP)

According to Dr Arya, cement and steel are the most common materials that are used for the repair and restoration of various kinds of buildings. If need be, an appropriate admixture can be added to the cement mortar or cement concrete mix, concrete mix to enhance some of their properties such as non-shrinkage, bond strength, etc. Some common steel products used for such construction activities include bolts, rods, angles, beams, channels, expanded metal and welded wire fabric. Rounds, sleepers, planks, etc. made of wood and bamboo are generally used for temporary support and scaffolding purposes.

Concrete mix to enhance some of their properties such as non-shrinkage, bond strength, etc. Some common steel products used for such construction activities include bolts, rods, angles, beams, channels, expanded metal and welded wire fabric. Rounds, sleepers, planks, etc. made of wood and bamboo are generally used for temporary support and scaffolding purposes.

Non-shrink grout: This is a very suitable material for filling up cracks in masonry structures. Their specialty is that their volume does not decrease upon setting. These days, ready-mix non-shrink grouts are available in the market which comprises non-shrink grout cement, special sands and polymer. The role of the polymer in such mixes is to improve the adhesive and tensile strength of the grout.

Shotcrete: Shotcrete is a type of mortar or concrete mix with coarse aggregates which are not more than 10 mm in size. This type of cement mortar or concrete is sprayed directly to a concrete or masonry surface using compressed air. This mix is sprayed at high velocity through a jet nozzle which helps the shotcrete to produce a compact homogeneous mass on the surface. The process of manufacturing shotcrete is called ??hotcreting??and there are two techniques of shotcreting techniques of shotcreting:

  • Wet mix process

  • Dry mix process

The wet mix process involves water being added to all the ingredients of the mix before it enters the delivery hose. Whereas, the dry mix process requires the damp mixture of cement and aggregates to be passed through the delivery hose to the nozzle and water is added to the mix in the nozzle. Dry mix shotcrete is most applicable in the repair of concrete elements. In such applications, an apan appropriate epoxy adhesive is also used to assure proper strength between the surface of the damaged structure and the shotcrete mix. Apart from that, the use of shear keys can further ensure proper shear transfer between the existing layer and the new layer of concrete.

Epoxy resin: Epoxy resins are chemical mixtures with high tensile strength which serve as exceptional adhesive agents. Their composition can be changed as per requirement and the ingredients required to produce a suitable epoxy resin are mixed just before they are applied. The viscosity of some epoxy resins is so low that they can be injected into fine cracks as well. On the other hand, epoxy resins which have high viscosity are generally used for surface coating purposes and for filling large cracks or holes. These binding agents can also be effectively used in applications that require attaching steel plates to damaged structures.

Epoxy mortar: This special material is formed by mixing either high or low viscosity epoxy resins with fine aggregates/sand and is used to fill voids or gaps which are very big in size. The compressive strength and tensile strength of epoxy mortar are higher whereas its modulus of elasticity is lower than that of cement concrete. Sand is added while producing epoxy mortar to enhance its modulus of elasticity.

Quick-setting cement mortar: This is basically non-hydrous magnesium phosphate cement comprising a liquid and a dry powder. Quick-setting cement mortar is formed by mixing the liquid with the dry powder just like cement and aggregates are mixed to produce cement concrete.

Mechanical anchor: These are anchors or fasteners which provide anchorage to concrete or masonry structures by using wedging action. Mechanical anchors are used to provide sufficient strength to a structure and some anchors provide shear as well as tension resistance. For applications where mechanical anchors cannot be used, the use of chemical anchors which are attached to drilled pilot holes using polymer adhesives has been advised.

Ferrocement fibre concrete: This building material is applied as a comparatively thin layer of cement mortar over reinforcing materials such as mild steel rods having a diameter of 4.5 to 6 mm spaced at an interval of 75 mm from each other both ways and covered with 19 gauges, 11 mm opening square mesh on each side. The building technique used with this material is simple and can be executed by masons and unskilled labour. In the case of retrofitting applications, ferrocement plates are positioned at an appropriate location on the surface of the masonry structure and directly attached to it. The thickness of the plates can vary in the range of 30 to 180 mm.

Fibre reinforced plastics or polymers (FRP): This recently developed material can be used for the strengthening of reinforced concrete (RC) or masonry structures or as a replacement of steel plate bonding. The strength to weight ratio as well as corrosion resistance of FRP is high. Further, the weight of an FRP plate can be as low as 20 per cent that of a steel plate while it can be 2 to 10 times stronger than an FRP plate. These plates need to be attached to the affected structure using epoxy mortar and it is advised to refer to the manufacturer?? specifications and conduct proper tests before finalising the design of any retrofitting project.

ABOUT THE AUTHOR

Dr SB Hegde is a ??lobal Visionary Award 2020??winner for his notable contribution to cement field (with 30 years of experience) both in India and Abroad. He is a ??xpert Panel??member in renowned international magazines of cement and concrete. Dr Hegde is also a ??isiting Professor??of one of the reputed universities in the US

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Concrete

30-Day Traffic Diversion In Place For CC Road Works In Madhapur

Diversions in place from May 16 for cement concrete road works

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The Cyberabad Traffic Police issued a traffic advisory as road works begin for the laying of a cement concrete (CC) road from Jaya Shankar Statue to RRR Restaurant at Parvathnagar in Madhapur limits. The advisory indicated that traffic diversions will be in place for 30 days from May 16 to ensure the smooth flow of vehicles and to minimise congestion on the affected stretch. The measure aims to balance uninterrupted construction activity with the movement needs of commuters.

Traffic moving from Toddy Compound towards Parvathnagar village will be diverted at Parvathnagar junction towards Sunnam Cheruvu and the 100 feet road. Local motorists and public transport operators have been advised to follow the diversionary route as directed by traffic personnel on duty. Alternate routes and signage have been planned to mitigate delays and to manage peak hour congestion.

Police officials said the diversion had been planned to facilitate uninterrupted road works while maintaining traffic movement in the area. Commuters were urged to plan their travel accordingly and to cooperate with traffic staff managing the stretch. Authorities indicated that enforcement of diversions would be active and that violations could attract penalties.

The 30 day schedule is intended to allow contractors to complete the laying and curing phases with minimal interruption to vehicular flow. Residents and businesses in adjacent localities have been advised to factor the diversion into deliveries and travel plans. The traffic police promised continuous monitoring of the works and the operational diversions and emphasised that temporary inconvenience was necessary for longer term improvement of the road network. Traffic personnel will be stationed at key junctions and additional signage and temporary markings will be displayed to guide motorists and pedestrians through the revised alignments while public transport services will follow the diversion where feasible and operators have been asked to adjust timetables to minimise disruption.

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Concrete

HeidelbergCement India Receives Consent For Khandwa Grinding Unit

Consent granted by Madhya Pradesh Pollution Control Board

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HeidelbergCement India (HeidelbergCement India) has received regulatory consent to establish a cement blending and grinding unit at Village Dongaliya, Tehsil Punasa, District Khandwa in Madhya Pradesh. The consent was granted by the Madhya Pradesh Pollution Control Board under the Water (Prevention & Control of Pollution) Act, 1974 and the Air (Prevention & Control of Pollution) Act, 1981 and is dated 17 May 2026. The company disclosed the development in a filing made under Regulation 30 of the SEBI (Listing Obligations and Disclosure Requirements) Regulations, 2015.

The project plan envisages procurement of long term availability of fly ash and the allotment of land on lease for setting up the unit. The proposed facility is described as a blending and grinding installation which will process cementitious materials sourced from nearby operations and suppliers. Company filings state the measures required to secure raw material logistics and statutory compliance before commencing construction.

The addition of a grinding unit in Khandwa is intended to strengthen regional supply and improve logistical efficiency by reducing haulage distances for finished product. The unit is expected to complement existing capacities in central India and to offer flexibility in product mix through blending operations. The reliance on fly ash as a supplementary cementitious material will necessitate long term supply agreements with thermal power producers and coordination with waste utilisation policies.

The disclosure to the regulator and to the stock exchanges follows standard corporate governance practice and aims to keep investors apprised of capital expenditure initiatives. The company indicated that subsequent permits and clearances would be sought in accordance with applicable environmental and land use rules. The project is presented as part of HeidelbergCement India’s broader strategy to optimise capacity distribution and to respond to regional demand dynamics.

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Concrete

PROMECON introduces infrared-based tertiary air measurement system for cement kilns

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The new solution promisescontinuous, real-time tertiary air flow measurement in cement plant operations.

PROMECON GmbH has launched the McON IR Compact, an infrared-based measuring system designed to deliver continuous, real-time tertiary air flow measurement in cement plant operations. The system addresses the longstanding process control challenge of accurate tertiary air monitoring under extreme kiln conditions. It uses patented infrared time-of-flight measurement technology that operates without calibration or maintenance intervention.

Precise tertiary air measurement is a critical requirement for stable rotary kiln operation. The McON IR Compact is engineered to function reliably at temperatures up to 1,200°C and in the presence of abrasive clinker dust. Its vector-based digital measurement architecture ensures that readings remain unaffected by swirl, dust deposits or drift. Due to these conditions conventional measurement systems in pyroprocess environments are often compromised.

The system is fully non-intrusive and requires no K-factors, recalibration or periodic readjustment, enabling years of uninterrupted operation. This design directly supports plant availability and reduces the maintenance overhead typically associated with process instrumentation in high-temperature zones.

PROMECON has deployed the McON IR Compact at multiple cement facilities, including Warta Cement in Poland. Plant operators report that the system has aided in identifying blockages, optimising purging cycles for gas burners, and supplying accurate flow data for AI-based process optimisation programmes. The practical outcomes include more stable kiln operation, improved process control, and earlier detection of process disturbances.

On the energy side, real-time tertiary air data enables reduction in induced draft fan load and helps flatten process oscillations across the pyroprocess. This translates to lower fuel and energy consumption, fewer unplanned shutdowns, and a measurable reduction in NOx peaks. This directly reflects on the downstream cost implications for plants operating SCR or SNCR systems for emissions compliance.

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