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LANXESS Advances Pigment Solutions for New-Age Concrete Technologies

Research highlights role of iron oxide pigments in modern concrete systems.

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In comprehensive investigations and weathering tests conducted over the years, iron oxide pigments have demonstrated their suitability for use in various concrete construction materials. Their use in new concrete formulations, however, requires knowledge of construction chemistry and of the interactions between the various constituents of formulations, including the pigments used. With increasing application of new concrete technologies, the relevant influencing factors of pigments are also coming into focus,” says Oliver Fleschentraeger, Technical Service for Construction Materials in the LANXESS Inorganic Pigments Business Area, who gives insights into current projects.

For this reason, colour experts at LANXESS proactively accompany the development of new concrete technologies, with a view to the use and processing of iron oxide pigments in close collaboration with customers, manufacturers of additives and universities. In their work they are supported by an application- engineering construction material laboratory and by a technical center for pigment applications. These facilities enable comprehensive testing and analysis of physical pigment properties and their influence on concrete-specific properties.

Homogenous coloring for self-compacting concretes
Self-compacting concrete (SCC) is the material of choice for manufacturing construction elements with highly complex reinforcement – or wherever especially stringent requirements apply for the visual appearance of concrete surfaces and for their haptics. Outstanding flowability and the accompanying self-ventilation of SCC play a decisive role here. These characteristics ensure that SCC surfaces – given proper processing and correct formulation – satisfy the strictest demands of the desired architectural concrete class. They are free of pores and are homogenous. “Some of our customers, however, have experienced cases in which coloration with inorganic pigments is associated with nonhomogeneous coloration,” reports Oliver Fleschentraeger, Technical Service for Construction Materials in the LANXESS Inorganic Pigments Business Unit.

After intensive testing, LANXESS experts determined that the reason for this problem was the use of the plasticizer polycarboxylate ether (PCE). To ensure satisfactory flow characteristics of SCC, it is necessary to adjust the concrete mix of standard formulas. Plasticizers are absolutely necessary to achieve the specified enhancement of concrete-rheological properties. Polycarboxylate ether is frequently used today in such cases. Plasticizers reduce inner friction forces and ensure, when appropriately dosed, the desired properties. But LANXESS experts discovered that the more PCE and water are added to the concrete mix, the greater the problems with pigment coloring. Use of PCE strongly influences the homogenous distribution of iron oxide pigments in the cement paste. This arises from the ettringite phases that are partly enriched on the surface, which lead in turn to massive color deviations.

After comprehensive laboratory analyses, the pigment experts at LANXESS, in collaboration with external institutes, have found a way to optimise SCC formulas and to enable uniform colouring.

Geopolymers instead of cement – a challenge for color pigments
Another example of an ongoing research project at LANXESS is the use of cement-reduced clinker, which can be generated by means of alternative binders. These binders enable less CO2- intensive production than is possible with conventional cement. Possible alternatives include, in addition to the already known alkali-activated materials, the group of geopolymers, to which metakaolin and clay belong. Fleschentraeger explains the problem statement as follows: metakaolin, as well as clay, is a fine material, and the geopolymers produced from it vary as a result of processing with iron oxide pigments. The difference: alkali-activated materials such as granulated blast-furnace slag and ashes are characterized by their pozzolanic properties. These are properties that possess classic CSH reactions (calcium silicate hydrate phases) known to exist in concrete. Owing to their electric potential, the iron oxide pigments can durably bind themselves to the CSH phases that form.

The geopolymers, in contrast, in a kind of condensation reaction, form a network-like structure without charge potential. This results in a negative effect with regard to the durable bond formed by the iron oxide pigment in the concrete. The pigments are then only sterically retarded in the neutral network of the geopolymer reaction and accordingly possess no durable fixation in the concrete. As part of a study, pigment specialists from LANXESS, in collaboration with partners from industry and external institutes, are currently working on a solution for this problem.

Additive production in the concrete industry – 3D print in color
Additive production in the concrete industry – 3D print in color Likewise, color is also becoming a key issue in the relatively young field of 3D-printed concrete applications. “Currently, gray is the predominant color. Well-founded experience on the influence of iron oxide pigments within the context of this process technology is often lacking,” says Fleschentraeger. This is because, in the field of additive production, complex concrete formulations are often used with new additives. Here, too, the following applies: iron oxide pigments, due to their physical and chemical properties, interact with the system.

In a joint project with researchers of TU Dresden, LANXESS is currently investigating the general suitability of its iron oxide pigments for application in layer-to-layer printing processes. The focus of the first, and now completed, research phase was on evaluation of general concrete-specific technological aspects, as well as on properties specifically required for 3D concretes such as flow behavior, curing, compressive strength and setting. TU Dresden performed testing, with commonly used 3D concrete formulations for high resolution 3D printing and for 3D printing with concrete in accordance with DIN specifications. Testing took place with red pigments that LANXESS manufactures by the Laux process developed in-house. “Within the scope of joint research collaboration, these red pigments, due to their colour constancy, color development and homogeneity, demonstrated that they were especially well-suited for production of 3D printable concrete,” reported Fleschentraeger.

Concrete

Ultra Concrete Age

Prof. A. S. Khanna (Retd., IIT Bombay) on how Ultra-high performance concrete (UHPC) improves strength, durability and lifecycle performance.

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The need of present time is stronger buildings, industrial or common utility buildings, such as Malls, Railway stations, hospitals, offices, bridges etc. For this, there is need of long durable, tough and stable concrete, which could stand under normal and seismic conditions. Tough railway bridges are required for bullet trains to pass without any damage. Railway tunnels, sea-links, coastal roads, bridges and multistorey buildings, are the need of the hour. The question comes, is the normal cement called OPC is sufficient to take care of such requirements or better combination of cements and sand mixtures is required?
Introduction
A good stable building structure can be made with a good quality of cement+sand+water system. Its quality can be enhanced by keeping the density of admixture higher (varies from 30 in normal buildings to bridges etc to 80). Further enhancement in the properties of various cements admixtures is made by adding several additives which give additional strength, waterproofing, flexibility etc. These are called construction chemicals…

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Concrete

NCB Signs MoU With Cement Manufacturer To Boost Construction Skills

Partnership to deliver nationwide training and certification

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The National Council for Cement and Building Materials (NCB) has signed a memorandum of understanding with a leading cement manufacturer to strengthen skill development and capacity building in the construction sector. The agreement was formalised at NCB premises in Ballabgarh and was signed by the Director General of NCB, Dr L. P. Singh, and the head of technical services at UltraTech Cement Limited, Er Rahul Goel. The collaboration seeks to bring institutional resources and industry expertise into a structured national training effort.

The partnership will deliver structured training and certification programmes across the country aimed at enhancing the capabilities of civil engineers, ready?mix concrete (RMC) professionals, contractors, construction workers and masons. Programme curricula will cover material quality testing, concrete mix proportioning, durability assessment and sustainable construction practices to support improved construction outcomes. Emphasis is to be placed on standardised assessment and certification to raise practice levels across diverse construction roles.

Practical learning elements will include workshops, site demonstrations, technical seminars and exposure visits to plants and RMC facilities to strengthen applied skills and on?site decision making. The Director General indicated confidence that a large number of professionals and workers would be trained over the next three to five years under the initiative. The partnership is designed to complement flagship government schemes such as the Skill India Mission and to align training outputs with national infrastructure priorities.

By combining the council’s technical mandate with industry experience, the initiative aims to develop a more skilled and quality?conscious workforce capable of meeting rising demand in infrastructure and housing. NCB will continue to coordinate programme delivery and quality assurance while industry partners provide practical exposure and technical inputs. The collaboration is expected to support long?term capacity building and more sustainable construction practices nationwide.

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Concrete

JSW Cement Commissions Nagaur Plant, Enters North India

New Rajasthan unit boosts capacity to 24.1 MTPA and expands reach

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JSW Cement has strengthened its national presence by commencing production at its greenfield integrated cement plant in Nagaur, Rajasthan, marking its entry into the north Indian market.
With this commissioning, the company’s installed grinding capacity has increased to 24.1 MTPA, while total clinker capacity, including its joint venture operations, stands at 9.74 MTPA.
The Nagaur facility comprises a 3.30 MTPA clinkerisation unit and a 2.50 MTPA cement grinding unit, with an additional 1.00 MTPA grinding capacity currently under development. Strategically located, the plant is positioned to serve high-growth markets across Rajasthan, Haryana, Punjab and the NCR.
The project has been funded through a mix of equity and long-term debt, with Rs 800 crore allocated from IPO proceeds towards part-financing the unit.
Parth Jindal, Managing Director, JSW Cement, stated that the commissioning marks a key milestone in the company’s ambition to become a pan-India player. He added that the project was completed within 21 months and positions the company to achieve its targeted capacity of 41.85 MTPA by FY29.
Nilesh Narwekar, CEO, JSW Cement, highlighted that the expansion aligns with the company’s strategy to tap into rapidly growing northern markets driven by infrastructure development. He noted that the company remains focused on delivering high-quality, eco-friendly cement solutions while progressing towards its long-term capacity goal of 60 MTPA.
The Nagaur plant has been designed with sustainability features, including co-processing of alternative fuels and a 7 km overland belt conveyor for limestone transport to reduce road emissions. The facility will also incorporate a 16 MW Waste Heat Recovery System to improve energy efficiency and lower its carbon footprint.
JSW Cement, part of the JSW Group, operates across the building materials value chain and currently has eight plants across India, along with a clinker unit in the UAE through its joint venture.

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