Isabel del Castillo-Velillaa,
Celia Castillo-Blas
b,
Thomas D. Bennett
bc,
Beatriz Cuadrado-Benaventa,
Félix Zamora
*ad,
Carmen Montoro
*ae and
Ana E. Platero-Prats
*ad
aDepartamento de Química Inorgánica, Facultad de Ciencias, Universidad Autónoma de Madrid, Campus de Cantoblanco, Madrid, 28049, Spain. E-mail: felix.zamora@uam.es; carmen.montoro@uam.es; ana.platero@uam.es
bDepartment of Materials Science and Metallurgy, University of Cambridge, Cambridge CB3 0FS, UK
cSchool of Physical and Chemical Sciences, University of Canterbury, Christchurch 8140, New Zealand
dCondensed Matter Physics Center (IFIMAC), Universidad Autónoma de Madrid, Campus de Cantoblanco, Madrid, 28049, Spain
eInstitute for Advanced Research in Chemical Sciences (IAdChem), Universidad Autónoma de Madrid, Campus de Cantoblanco, Madrid, 28049, Spain
First published on 13th August 2025
MOF@COF composites have emerged as a promising class of engineered materials with unique functionalities, combining the high porosity and tunability of metal–organic frameworks (MOFs) with the chemical and mechanical stability of covalent-organic frameworks (COFs). While their advantageous properties are well-recognized, their structural intricacies and the nature of the interfacial interactions remain insufficiently explored. In this study, an Fe-MOF@COF composite is presented, exhibiting dual functionalities for the efficient removal of organic pollutants from water. The enhanced performance is attributed to the unique properties of the MOF–COF interface, where synergistic interactions between the two porous materials play a critical role. Advanced synchrotron techniques were employed to probe interfacial interactions at the atomic and molecular levels. These findings underscore the potential of Fe-MOF@COF composites as highly effective materials for water remediation, providing deeper insights into their structural behavior and interfacial properties.
In this context, composites combining MOFs and COFs have recently been developed, offering promising potential due to their enhanced properties and significant advantages in terms of processability and multifunctionality.9,10 These materials can be obtained through various approaches, either by combining pre-synthesized COF and MOF components or by integrating one material into the synthesis process of the other. In terms of the assembly of the hybrid composites, this can be driven by different interactions: coordination or covalent bonds, hydrogen bonding, or π–π stacking interactions between the COF and MOF components.11 These factors, along with the type and size of the COF and MOF and their pore sizes, determine the structure of the composite, leading to two primary variations: core–shell structures and heterostructures.12–15 The interfacial interactions within these composites are crucial as they determine the mechanical stability and the emergence of novel dual properties that distinguish these composites from a simple physical mixture.16 Nevertheless, characterizing these interfacial interactions in MOF@COF composites remains a major challenge due to their nature and trace proportion compared to the bulk, requiring detailed and rigorous analysis.
In pursuit of developing a stable hybrid composite with dual functionality for the capture and degradation of water pollutants, we prepared a heterostructured MOF@COF combining MOF-808 and TAPB–BTCA-COF. MOF-808 consists of Zr6O8 metal clusters connected to benzene-1,3,5-tricarboxylate linkers (BTC, C9H3O6), with the general formula [Zr6O8H4(C9H3O6)2(HCO2)6], synthesized using formic acid as the modulator (Fig. 1A).17 Functionalization of MOF-808 with transition metals can enhance its catalytic properties, such as in the Fenton reaction through iron incorporation.18,19 Meanwhile, TAPB–BTCA-COF, formed from 1,3,5-tris(4-aminophenyl)benzene (TAPB) and 1,3,5-benzenetricarbaldehyde (BTCA), assembled into a two-dimensional (C33H21N3) lattice (Fig. 1B).20 This water-stable, imine-based COF shows high adsorption capacity for bisphenol A (BPA) and provides superior mechanical stability, improving processability.21,22
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Fig. 1 Representation of the (A) MOF-808 structure and (B) TAPB–BTCA-COF structure. Colour scheme: blue = Zr, grey = C, red = O, lilac = N; hydrogen atoms have been omitted for clarity. |
In this work, we present the development of a MOF@COF composite specifically designed for water remediation. A detailed structural investigation was conducted using a recently reported analysis methodology based on the pair distribution function (PDF) to gain critical insights into the local structure and the nature of interfacial interactions. The findings from PDF analysis were further corroborated by diffuse reflectance spectroscopy (DRS) and vapour adsorption isotherms. This advanced characterisation revealed a well-defined interface within the composite, which imparts a unique dual functionality, making it highly effective for the simultaneous capture and degradation of water contaminants under continuous flow conditions.
The hybrid composite was prepared by dispersing the Fe-MOF-808 gel in an aqueous acetic acid solution with the COF precursors, allowing the composite to form concurrently with the COF in a one-step synthetic approach via a sonochemical reaction using an ultrasound transducer for 1 h.24,25 This work aimed to incorporate the highest possible amount of MOF—identified as the catalytically active phase—while preserving the homogeneity of the composite. A MOF loading of 7 mol% was found to be optimal; higher contents led to phase separation, as demonstrated by SEM-EDS analysis (see Table S1.1). Consequently, lower MOF loadings were not investigated in detail. Chemical analyses revealed partial leaching of iron cations, likely due to the slightly acidic medium and strong sonication conditions, resulting in a final Fe to Zr6O8 molar ratio of 1.8. For comparison, we also worked with a physical mixture of Fe-MOF-808 and TAPB–BTCA-COF, prepared with the same ratio of components as in the composite.
Powder X-ray diffraction (PXRD) data for the composite exhibited Bragg peaks corresponding to the TAPB–BTCA-COF phase, with minor contributions from the MOF phase (see Fig. S3.3 from SI). Fourier transform infrared spectroscopy (FTIR) confirmed the presence of characteristic vibrational bands of the MOF-808 and TAPB–BTCA-COF (see Fig. S4.3 from SI). Proton nuclear magnetic resonance (1H NMR) of digested MOF gel samples, along with elemental analysis, enabled the determination of the chemical formula for the Fe-MOF@COF composite as [Zr6Fe1.8O8H4(C9H3O6)2(COOH)1(OH)8.4(H2O)5(C2H3O2)2]0.07 + [C33H21N3]0.93 (see S1 and S5 from SI). Transmission electron microscopy (TEM) revealed the formation of aggregates in the composite (Fig. 2A and S6 from SI). Field emission scanning electron microscopy (FE-SEM) with energy dispersive X-ray spectroscopy (EDX) showed by linear mapping analysis the uniform incorporation of Fe-MOF-808 within the composite (Fig. 2B and C), with no evidence of domain formation observed. Thermal gravimetric analyses (TGA) indicated thermal stability of the hybrid composite up to approximately 300 °C (see S8 from SI).
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Fig. 2 (A) TEM image of Fe-MOF@COF. (B) FE-SEM image of Fe-MOF@COF. (C) FE-SEM-EDX line scan of the cross-sectional area of Fe-MOF@COF. (D) Fe K-edge XANES for the Fe-MOF-808 gel and Fe-MOF@COF. |
The local structure of the composite was investigated using advanced synchrotron characterisation techniques. X-ray absorption spectroscopy (XAS) experiments were performed to elucidate the geometry and oxidation state of iron in the composite. Fe K-edge data from X-ray absorption near edge structure (XANES) for the Fe-MOF-808 gel and Fe-MOF@COF at 150 K showed two pre-edge peaks at 7114 and 7115 eV, indicating an octahedral binuclear geometry of iron(III) sites in both materials (Fig. 2D).26 Meanwhile, Fe K-edge data from extended X-ray absorption fine structure (EXAFS) revealed a main peak at 2.0 Å (after phase correction) corresponding to Fe(III)–O bonds and two additional peaks at 2.9 Å and 3.4 Å (after phase correction) corresponding to Fe(III)⋯M distances (see Fig. S9.1 from SI). These results confirm the stabilization of Fe(III)–oxo sites within MOF-808.
To verify the formation of a true MOF@COF composite, rather than two separate materials, the textural properties of the composite were investigated through nitrogen adsorption isotherms measured at 77 K (see S10 from SI).27 The results revealed distinct porosity differences between the composite and the physical mixture, suggesting the presence of an interface. The composite exhibited a steeper nitrogen uptake at low relative pressures, indicative of dominant microporosity, while the physical mixture exhibits a more gradual characteristic of mesoporous features (see Fig. S10.1 and S10.8 from SI). Further surface area analysis demonstrated that the composite has a significantly higher micropore area and a lower external surface area compared to the physical mixture (see Table S10.1 from SI). Additionally, NLDFT pore size distribution analysis revealed a greater contribution of micropores in the composite compared to the physical mixture, as well as differences in mesopore distribution (see Fig. S10.8 from SI).
To further explore the nature of this interface between the MOF and COF, an extended study was conducted using PDF data, in combination with multiple linear regression (MLR) analysis. MLR is a statistical modelling used to estimate the relationships between two or more variables. These variables are classified as the dependent variable, which represents the main factor being studied and predicted, and the independent variables, which are the factors that might influence the dependent one. MLR can determine how two or more independent variables can predict the outcome of a dependent variable, following in this case, the equation: G(r)composite = A × G(r)COF + B × G(r)Fe-MOF + C, where C is a normalization constant.30,31 From it, we can then predict the ideal PDF pattern of the dependent variable (the composite) based on component data from the COF and Fe-MOF. Furthermore, a residual pattern is obtained from the differences between the experimental and calculated data, which offers insights into potential interactions within the system (Fig. 3). To ensure accuracy, we compared the residual patterns of the hybrid composite and the physical mixture. This analysis revealed the presence of a new broad contribution centred at 3.1 Å, along with variations in the intensity of signals at 2.5 and 2.7 Å, highlighting the true characteristics of the interface. This distance suggests the presence of new strong π–π stacking interactions between the MOF organic backbone and COF monomers (Fig. 3) as well as hydrogen bonding. These findings were further confirmed using principal component analysis (PCA) of the PDF data (see Fig. S11.5 from SI).
DRS analysis was conducted to investigate the presence of π–π stacking interactions. The resulting data revealed a 10 nm redshift in the composite spectrum compared to both the physical mixture and the COF reference (Fig. 4). This observed redshift provides evidence of new π–π stacking interactions. To confirm that this shift was not solely due to the intrinsic π–π stacking interactions within the COF component, the materials were treated with a NaOH solution (pH 12) to decompose the Fe-MOF-808 in both the physical mixture and the composite (see Fig. S12.1 from SI). As anticipated, the redshift was no longer observed in the composite, indicating that the π–π stacking interactions occur specifically between the MOF ligands and the COF monomers.32 Additionally, the band gaps of the materials were calculated from Kubelka–Munk-transformed spectra showing the same tendency (see Fig. S12.2 from SI). These results confirm that the electronic structure of the composite is directly influenced by MOF-COF interactions, highlighting their role in enhancing the material's performance for water remediation.
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Fig. 4 Diffuse reflectance spectroscopy data of the physical mixture, the COF, and the Fe-MOF@COF composite. |
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Fig. 5 Benzene adsorption (solid line) and desorption (dashed line) isotherms at 298 K for Fe-MOF@COF and the physical mixture for comparison. |
The process achieved an average BPA removal yield of 77% over 2 hours. A comparison between the capture-only process (in the absence of H2O2) and the dual process involving both capture and degradation (in the presence of H2O2) provides valuable insights (Fig. 6). The capture process proceeds rapidly at first, reflecting the strong affinity of TAPB–BTCA-COF for BPA; however, its efficiency declines over time due to progressive pore saturation. In contrast, the dual process sustains higher removal yields, as the degradation step helps regenerate active sites and delays their saturation. This behaviour suggests that a steady state is reached after approximately 40 minutes, in which both capture and degradation processes coexist, as indicated by the red line in Fig. 6. This degradation profile was obtained by subtracting the contribution of the capture-only process from the overall BPA removal. It is worth noting that the composite captures BPA through π–π interactions, but does not effectively capture phenol (see Fig. S14.1 from SI), a benchmark degradation product. The more hydrophilic degradation products detach from the surface of the composite, releasing the active adsorption sites and undergoing further mineralization (see S14 from SI).
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Fig. 6 Removal of BPA under flow conditions using Fe-MOF@COF, highlighting the capture and degradation processes. |
Higher BPA concentrations resulted in saturation of the catalytically active sites, leading only to adsorption without observable degradation. Under those conditions, the dual functionality of the material—simultaneous capture and catalytic degradation—could not be achieved. Importantly, the effective performance of the composite at low BPA concentrations is particularly relevant for realistic water treatment scenarios, where pollutants are typically present at trace levels.
Furthermore, the implementation of the physical mixture proved impractical mainly due to overpressure in the system, which exceeded 2 bars during the process. This approach also resulted in lower reaction rates and significantly higher leaching of iron and zirconium (see S14 from SI), highlighting the need for composites in terms of stability and enhanced mechanical properties. Additional results from various studies, including batch removal tests and experiments with alternative fillers such as the COF and the composite without iron, confirm that only the Fe-MOF@COF demonstrated this dual capture and catalytic activity. With a removal efficiency of 77%, this composite exhibited the highest performance among all tested materials (see Fig. S14.7 from SI), underscoring its unique ability to degrade and capture the pollutant simultaneously. Additionally, a comprehensive literature review was conducted to compare the activity of our system with that of other COF and MOF hybrids (see Table S14.3 from SI).
Moreover, the Fe-MOF@COF material was treated with ethanol and dried overnight after catalysis, and subsequently characterized using various techniques (XRD, FTIR, ICP, XAS, and PDF; see Fig. S14 in the SI). The results confirmed that the structure remained well-preserved, with low leaching rates of iron and zirconium (7% and 2% per h, respectively), thus demonstrating the stability and durability of the composite catalyst under continuous-flow conditions.
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