Geopolymer Composites: Manufacturing of Sandwich Steel and Geopolymer Structures with Spray Technology without Formwork

1. Introduction

To decrease losses and keep structures safe, a current study in the field of fire protection is crucial. The importance of this problem has been emphasized by past events such as the World Trade Center attack on September 11, 2001, the Windsor Tower fire, and the fires in the Mont Blanc and Channel tunnels. The tendency of high-strength concrete, a typical construction material, to instability when exposed to fire is an essential component of this difficulty. Under such conditions, fires that start inside tunnels and buildings may lead concrete to spill or steel reinforcement to overheat, which may have disastrous effects. In place of traditional Portland cement-based materials, geopolymers have shown interest as an alternative to this critical problem.

Geopolymers stand out for their superior mechanical traits, reduced permeability, resilience against chemical aggression, and prolonged fire resistance compared to conventional Portland cement. Their environmental sustainability is underscored by minimal carbon dioxide emissions during production, coupled with cost-effectiveness and [1]. Geopolymers have found application in diverse realms including heat and sound absorption [2], fire protection [3], and construction materials serving as catalysts, adsorbents, and fillers [4,5].

Advancements in optimizing GC attributes and refining fabrication processes have led to the emergence of highly porous geopolymer foam composites [6,7,8,9]. These lightweight foams demonstrate remarkable resistance to acidic environments, reduced thermal conductivity, and lower sintering temperatures. Fortified with aluminum-based metal powder, inorganic basalt fibers, and glass fibers, geopolymer foam achieves a delicate equilibrium between low density and strength. Diverse foaming agents contribute to synthesizing low-density geopolymers conducive to surface application. Notably, potassium-based geopolymers incorporating coarse fly ash, quartz sand, and silica fume as fillers have exhibited structural integrity even after fire tests, with negligible macroscopic damage [10,11,12].

While geopolymer foaming may impact mechanical properties, it significantly amplifies insulation capabilities, presenting a compelling alternative to traditional insulation materials. Geopolymers hold promise for crafting fire-resistant coatings and efficient thermal and acoustic insulators. Comprehensive studies have delved into the repercussions of elevated temperatures on geopolymers, influencing physical and mechanical attributes encompassing apparent density, water absorption, weight loss, drying shrinkage, and compressive and flexural strengths [13,14,15]. This study specifically examines the fire resistance capacity of geopolymer coatings, a crucial determinant for their practical implementation.

Numerous investigations have probed the influence of high temperatures on geopolymer materials [16,17,18,19]. These endeavors have unveiled diverse outcomes, ranging from diminished compressive strength and augmented mass loss at 1000 °C [17], to reduced compressive strength and Young’s modulus with increasing temperatures[18]. While coarse fly ash-based geopolymer mortars may sustain strength at 1000 °C [19], geopolymer foams (GFs) have demonstrated robust strength retention and minimal thermal shrinkage under elevated temperatures [20,21,22]. Alkali-activated fly ash GC foam exhibits improved durability at 1100 °C [21], and sintering enhances the mechanical properties of acid-based geopolymers [23].

Sprayed concrete, commonly known as shotcrete, is a technique employed in subterranean constructions like tunnels, eliminating the need for formwork and sometimes even reinforcement [24]. The process involves projecting a concrete mix onto a prepared surface using specialized equipment. Tailoring the mix composition with modified compounds and fibers can optimize its physical and mechanical properties [25]. Careful consideration of concrete rheology and deformability during application ensures uniformity and load-bearing capacity [26]. The procedure entails surface prep, concrete mixing, initial application, reinforcement mat placement, reapplication, and upkeep [27]. Advanced methods like wet spraying and accelerant additives enhance quality and efficiency [28]. A versatile nozzle can improve mixing and diminish dust hazards. This technique revolutionizes underground construction with its versatility and adaptability.

By contrasting them with OPC concrete, Peng et al. [15] clarified the fire resistance of steel-reinforced fly ash geopolymers. It elucidates the protective application of foamed geopolymer coatings on steel plates, spotlighting both thermal stability and the spraying procedure. Substantial emphasis is laid on harnessing GCs to enhance fire protection and insulation attributes. By advancing our comprehension of geopolymer coatings’ behavior at elevated temperatures, this research fosters opportunities for optimizing their practical deployment across diverse industries.

However, The goal of the present investigation is to determine whether geopolymers are appropriate coating materials for steel protection by examining specific features including acceptable setting or solidifying time, a more rapid application process, a strong attachment strength to existing steel, excellent fire testing in outdoor environments, and affordable production costs.

2. Materials and Methods

2.1. Materials

The research utilized the “Baucis lk” binder from Ceské Lupkové Závody, a.s., an aluminosilicate binder activated by metakaolin, and potassium hydroxide. Metakaolin results from calcining kaolinite at 500-800 °C, correlating reactivity with physical strength. Metakaolin’s uniformity makes it a geopolymer formation benchmark. Mechanical enhancements in geopolymers came from chopped basalt fibers from Basaltex, a.s. These fibers are 3.2 mm long, and 13 μm in diameter, with a density of 2.67 g/cm³ and thermal conductivity of 0.031-0.038 W/mK. Coarse silica sand from Sklopisek Strelec, a.s., with 0.3-0.8 mm size and density of 2.65 g/cm³, contributed to structural coherence and mechanical strength. Fire resistance improved with fire-retardant additives: silica fume and aluminum powders. Silica fume, from Kema Morava—sanacní centrum a.s., had 90 wt.% SiO₂ and average grain size 1 mm. Aluminum powder from Pkchemie, Inc., had an average particle size of 51.47 μm. Interaction of Aluminum powder with the alkaline solution led to entrapped hydrogen-rich gas mixtures due to separate gas and polymer phases. These components collectively form the basis of this comprehensive investigation. Photo-graph and SEM-graph of raw materials are presented in Figure 1.

2.2. Samples preparation

Geopolymer coatings were applied to a carbon steel plate by spraying. The steps involved in preparing the geopolymer mix were as follows: First, cement-based metakaolin and an alkaline potassium activator (in a 5:4 ratio according to the manufacturer) were thoroughly mixed for three minutes. Second, silica fume, sand, and fibers were added to the geopolymer mortar and mixed for five minutes. The aluminum powder was added at the final stage and mixed at high speed for one minute resulting in a foaming effect on the geomortar (Note: If the geopolymer does not foam, then do not add this step). The proportions of the foamed and non-foam geopolymer composition compared to metakaolin are presented in Table 1.

The mixture was then sprayed onto the steel plate and cured at room temperature for 28 days. The preparation procedure of GC for application spray is shown in Figure 2.

2.3. Methods

The apparent density of GC materials was measured according to standard CSN EN 1936 and was estimated by dividing the mass of the sample by its apparent volume. It was determined on a series of samples dedicated before the bending strength test. The samples have dimensions of 30 by 30 by 150 mm³.

The mechanical properties of the GCs were evaluated utilizing the Instron model 4202 testing machine in accordance with the ˇCSN EN 1015-11 standard. To assess the flexural strengths, the three-point bending tests were employed. The specimens, measuring 30 by 30 by 150 mm³ for flexural strength tests and 30 by 30 by 30 mm³ for compressive strength tests, were subjected to compression and bending assessments. The tests were conducted under ambient conditions at a temperature of 22 ± 3 °C, utilizing a 10 kN load cell and a crosshead speed of 2.5 mm. For each experimental series, the average compressive and flexural strengths were derived from measurements taken on three individual samples.

Simulated weathering aging experiments have carried ISO 4892-2 with a Test Chamber (Q-SUN Xe-1-S, Q-Lab Corporation, Westlake, USA). The intensity was set at 0.51 W/m2, and the wavelength was 340 nm. The chamber’s inside temperature stayed at 50 ± 5 °C. The samples 30 by 30 by 15 mm³ underwent 102 min radiation treatment. The samples had been eliminated from the chamber after 1000 cycles (1000 h) for further observation and appearance evaluation. The process of weathering aging testing was examined using microstructural analysis using image analysis tools.

The JEOL JSM-IT200 scanning electron microscope (SEM) was used for microstructural research. Using test samples with dimensions of 100 by 100 by 15 mm³, the thermal conductivity was investigated using the NETZSCH HFM 446 instrument.

The fire resistance tests were carried out on a 500 by 500 by 5 mm³ steel plate, covered with a 6 mm thick layer of foam geopolymer. A thermocouple was attached both to the outside and inside of the natural gas furnace. The experimental setup is shown in Figure 3. For more details on the experimental setup, the readers are referred to [8,29].

3. Results and discussion

3.1. Physical, mechanical, and thermal properties

The results from experimental investigations of compressive strength, flexural strength, density, and porosity are presented in Table 2. Both types of research belong to the category of lightweight construction materials [30]. Compared with a concrete density of 2400 kg/m³ [12]. foam geopolymer and non-foam geopolymer lighter 72.08%, and 36.67%, respectively. The lightness of GC materials is highly dependent on aggregates and fillers, and they also greatly affect their properties.

The results in Table 2 only show a clear distinction: when the geopolymer has a higher density, it has better mechanical properties. In contrast, thermodynamic properties when the GC materials are lighter, the thermal conductivity coefficient is lower and the thermal resistance is higher. On the other hand, The relationship of the thermal conductivity with the volume density is shown in Figure 4.

The comparison between the foam geopolymer material and its non-foam counterpart reveals discernible differences in their mechanical properties. Specifically, the foam geopolymer exhibits compressive strength and bending strength values lower than 10.85 and 13.5, respectively. Furthermore, a differential in density, thermal conductivity, and production cost are evident, with values lower than 2.27, 5.49, and 1.8, respectively. This points towards a notable variation in the material characteristics between the two forms of GCs.

Moreover, the thermal resistance of the lightweight geopolymer material stands prominently higher, with a value of 4.7 times greater than that of the non-foam geopolymer counterpart. This particular attribute of enhanced thermal resistance holds significant significance as it signifies the material’s capacity to endure high temperatures, thus aligning with the essential quality of refractory materials [13]. The use of metakaolin, a key constituent, contributes to the material’s commendable physical attributes, as corroborated by the congruence of its values with those presented in Table 3. In this context, geopolymer cement formulated with metakaolin material showcases favorable thermal properties.

Empirical evidence substantiates the favorable attributes of metakaolin-based geopolymer cement, evident in its specific density ranging between 0.07-0.2 W/(m·K), density spanning from 370-740 Kg/m³, and porosity falling within the range of 55%-80% (Table 3). These quantifiable parameters collectively validate the material’s thermal prowess, as denoted by its efficient thermal conductivity values. In summation, the discourse underscores the notable distinctions in mechanical and thermal attributes between foam and non-foam geopolymer materials. It also underscores the pivotal role of metakaolin in imparting commendable thermal characteristics to geopolymer cement, substantiated by quantifiable values presented in Table 3.

The thermal conductivity of a material is subject to multifarious influences, with porosity holding particular sway as a determining factor. The intricate interplay between porosity and thermal conductivity is pivotal, wherein heightened porosity within the GC corresponds to diminished thermal conductivity albeit at the cost of reduced structural strength. Schematic elucidations of the techniques employed to instigate porosity are delineated in Figure 5. The morphological characteristics attributed to chemical methodologies predominantly manifest when chemical reactions yield hydrogen or oxygen gases entrapped within the crystalline matrix of GCs.

The methodological approach employed within this journal entails the utilization of aluminum foam, a choice rooted in its propensity to engage in reactions even at ambient temperatures, coupled with its expeditious curing kinetics. This rationale underscores the researcher’s deliberate emphasis on the fusion of theoretical inquiry and practical implementation. A comparative analysis of foaming methodologies reveals distinctive attributes: while the application of H₂O₂ necessitates a curing span of up to 48 hours contingent upon composition and curing temperature [9] the utilization of silica powder mandates reaction initiation at temperatures surpassing 60 °C [64]. This comparative assessment underscores the expediency of the selected aluminum foam route in expediting the foaming process.

The porosity of the studied foamed geopolymer is 68% after the end of fire testing is 58%. Figure 6 unmistakably demonstrates comparable findings as reported in Degefu et al.’s research.

The production cost of foam and non-foam geopolymer is represented value of 250 and 450 USD/m³. The global cost product of fresh concrete is about 200-300 USD/m³. The product cost of fresh concrete for each company is different [4]. The production cost has a positive linear relationship with the strength grade and the density of the GCs.

3.2. Fire resistance properties

The temperature-time curve of the sample test is shown in Figure 7. Initially, the surface temperature of the samples exposed to the flame of a gas burner rapidly increased up to 20 minutes, and then saturation occurred. The sample (with a coating thickness of 6 mm) withstood the fire for 75 minutes, while the steel plate without the coating layer withstood only 3.78 minutes. The fire resistance of samples is also affected by the thermal conductivity of the coatings as well as their thickness. On the Temperature-Time Curve from the 20th to the 75th minute, the temperature inside the furnace and the temperature outside the test sample were almost constant. Results show that geopolymer foams provide excellent thermal barriers, reducing the temperature of the steel plate by up to 150 °C. As the heat outside the plate is exposed to the environment, it is lost. In the next study, the author will investigate the behavior of the Temperature-Time curve as a function of the test conditions. On the outside, the test sample is covered with an insulating material. Geopolymer composites have been studied due to their unique properties such as good fire resistance.

Figure 6. Electron probe micro-analysis findings for foamed geopolymer (before and after fire test) [5].

Figure 6. Electron probe micro-analysis findings for foamed geopolymer (before and after fire test) [5].

The constitution of the geopolymer material undergoes transformations during degradation, combustion, diffusion, and thermal conduction processes. This intricate interplay is further exacerbated by evolving conditions of temperature. With escalating temperatures, a proliferation of microcracks emerges, both in number and size, along the material’s surface. This phenomenon significantly diminishes the thermal conductivity of the GCs [3].

The investigation extends to SEM micrographs, offering insights into the interfacial zone connecting the GCs and steel substrates. These micrographs, encompassing pre- and post-1000-hour aging tests, are represented in Figure 8 and Figure 9. The robust structural integrity characterizing the foamed geopolymer is conspicuously resilient when subjected to the rigors of the durability assessment, an observation lucidly depicted in Figure 8. In stark contrast, the non-foamed geopolymer material is shown to undergo detachment from the steel substrate, a phenomenon well-evidenced in Figure 9.

4. Conclusions

In conclusion, this study demonstrates the exceptional fire resistance and thermal insulation properties of geopolymer composites. The foamed GC coatings showed up to 75 minutes of fire resistance with a 6 mm coating, significantly reducing temperatures compared to uncoated steel. With a density of 670 kg/m³, thermal conductivity of 0.164 W/m·K, and 68% porosity, GCs offer a promising solution for effective and economical surface protection. These findings have significant implications for various industries, including construction, where GCs can be used as fire-resistant coatings and efficient thermal insulators. The utilization of the spray coating method for geopolymer foam offers a dual advantage: cost savings in production and adaptability to diverse terrains and structures. Further research and development of GCs can lead to advancements in surface protection and insulation materials.