Masonry structure reinforcing structure with monitoring function

Abstract

The utility model belongs to the technical field of masonry structure reinforcing and monitoring, and discloses a masonry structure reinforcing structure with a monitoring function. The masonry structure reinforcing structure with the monitoring function comprises a precast concrete strip, a connecting assembly and a monitoring piece, the precast concrete strip is fixedly connected to a masonry structure through the connecting assembly, the monitoring piece comprises a strain detection part and a temperature detection part, the strain detection part is used for detecting the strain of the precast concrete strip, and the temperature detection part is used for detecting the temperature of the precast concrete strip. The temperature detection part is used for detecting the temperature of the precast concrete strip. According to the arrangement, after construction is completed, the monitoring piece starts to detect the strain and temperature of the precast concrete strip in real time, once data are abnormal, analysis can be conducted in time, corresponding measures can be taken, and the safety and stability of the masonry structure after reinforcement are guaranteed. Compared with a traditional reinforcing method, the masonry structure reinforcing method based on the masonry structure reinforcing structure with the monitoring function improves the problems of construction steps, construction periodicity, long-term durability and the like.

Description

Technical Field

[0001] This utility model relates to the field of masonry structure reinforcement and monitoring technology, and in particular to a masonry structure reinforcement structure with monitoring function. Background Technology

[0002] There are a large number of existing masonry structures with a long history, and unreinforced masonry structures account for a large proportion of them. These masonry structures are brittle, have low shear strength, and poor seismic performance. In addition, the lack of standard guidance during design and construction, coupled with material aging leading to structural performance degradation, means that many existing masonry structures can no longer meet current safety standards.

[0003] Therefore, the aforementioned masonry structures need to be reinforced. Existing technologies commonly use traditional reinforcement methods such as reinforced concrete facing layers, reinforced concrete mortar facing layers, and external steel reinforcement. However, these methods often suffer from complex construction procedures, long construction periods, and insufficient long-term durability. Furthermore, existing reinforcement materials and methods cannot be monitored in real time, making it difficult to assess the reinforcement effect and structural safety.

[0004] Therefore, the above problems urgently need to be solved. Utility Model Content

[0005] The purpose of this utility model is to provide a masonry structure reinforcement structure with monitoring function, which improves the construction steps, construction cycle, long-term durability and other issues, and can judge the reinforcement effect and structural safety in real time.

[0006] To achieve this objective, the present invention adopts the following technical solution:

[0007] A masonry structure reinforcement structure with monitoring function is used to reinforce a masonry structure. The masonry structure reinforcement structure with monitoring function includes a precast concrete strip, a connecting component, and a monitoring element. The precast concrete strip is fixedly connected to the masonry structure through the connecting component. The monitoring element is disposed inside the precast concrete strip. The monitoring element includes a strain detection part and a temperature detection part. The strain detection part is used to detect the strain of the precast concrete strip, and the temperature detection part is used to detect the temperature of the precast concrete strip.

[0008] Preferably, multiple precast concrete strips are provided, and multiple precast concrete strips can be assembled into a reinforced frame;

[0009] The masonry structure also includes a transition component, through which any two adjacent precast concrete strips are connected to form a single unit.

[0010] Preferably, the precast concrete strip is a UHPC strip.

[0011] Preferably, the connecting component includes a mounting groove and a mating block that can be adapted to fit together, the mounting groove being formed on the masonry structure and the mating block being disposed on the precast concrete strip.

[0012] Preferably, the connecting assembly further includes an adhesive, and the mating block is fixed in the mounting groove by the adhesive.

[0013] Preferably, the connecting assembly further includes a clamp detachably connected to the masonry structure, the clamp being configured to press the mating block into the mounting groove so that the adhesive can fill the gap between the mating block and the mounting groove.

[0014] Preferably, the precast concrete strip further includes a reinforcing block, which is integrally formed with the mating block, and the cross-section of the precast concrete strip is T-shaped.

[0015] Preferably, the adapter assembly includes an adapter and an adapter hole that can be adapted to fit together, the adapter being disposed in one of two adjacent precast concrete strips, and the adapter hole being disposed in the other of the two adjacent precast concrete strips.

[0016] Preferably, the adapter is a reinforcing bar extending from the body of the precast concrete strip.

[0017] Preferably, the monitoring component is a fiber optic sensor system, which serves as both the strain detection unit and the temperature detection unit, for detecting the strain and temperature of the precast concrete strip, respectively; wherein, the fiber optic sensor system includes:

[0018] At least one optical fiber serves as a sensing and transmission medium, and the optical fiber has optical properties that are sensitive to changes in concrete strain and temperature.

[0019] At least one fiber Bragg grating element or distributed fiber optic sensing element, integrated in or coupled to the fiber optic cable, is used to convert strain and temperature changes in concrete into measurable optical signal changes, wherein the fiber Bragg grating element or distributed fiber optic sensing element includes a strain-sensitive element for detecting strain and a temperature-sensitive element for detecting temperature.

[0020] An optical signal demodulation device, connected to the optical fiber, is used to receive and demodulate changes in optical signals from the fiber grating element or the distributed optical fiber sensing element, and convert the changes in optical signals into corresponding concrete strain and temperature values.

[0021] The beneficial effects of this utility model are:

[0022] Before construction, prepare precast concrete strips with internal monitoring components and connecting assemblies. During construction, first install the connecting assemblies at the corresponding positions on the masonry structure, then firmly fix the precast concrete strips to the masonry structure using the connecting assemblies, ensuring a tight bond between the two. After construction, the monitoring components begin to detect the strain and temperature of the precast concrete strips in real time. If any data is abnormal, it can be analyzed promptly and corresponding measures can be taken to ensure the safety and stability of the reinforced masonry structure.

[0023] Compared with traditional reinforcement methods, the above-mentioned reinforcement methods have improvements in terms of construction steps, construction period, and long-term durability. Attached Figure Description

[0024] Figure 1 This is a schematic diagram of the masonry structure reinforcement structure with monitoring function provided by this utility model;

[0025] Figure 2 This is a schematic diagram of the structure of the precast concrete strip provided by this utility model.

[0026] In the picture:

[0027] 100. Masonry structure; 1. Precast concrete strips; 2. Connecting components; 3. Monitoring components; 4. Mounting slots; 5. Matching blocks; 6. Reinforcing blocks. Detailed Implementation

[0028] Before explaining any implementation of this application in detail, it should be understood that this application is not limited to its application to the structural details and component arrangements set forth in the following description or shown in the above drawings.

[0029] In this application, the terms "comprising," "including," "having," or any other variations thereof are intended to cover non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements includes not only those elements but also other elements not expressly listed, or elements inherent to such a process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising one..." does not exclude the presence of other identical elements in the process, method, article, or apparatus that includes that element.

[0030] In this application, the term "and / or" describes a relationship between related objects, indicating that three relationships can exist. For example, a centrifugal vortex magnetic pump and / or a centrifugal vortex magnetic pump can represent: the existence of only one centrifugal vortex magnetic pump, the simultaneous existence of one centrifugal vortex magnetic pump and a centrifugal vortex magnetic pump, or the existence of only one centrifugal vortex magnetic pump. Additionally, the character " / " in this application generally indicates that the preceding and following related objects have an "and / or" relationship.

[0031] In this application, the terms "connection," "combination," "coupling," and "installation" can refer to direct connection, combination, coupling, or installation, or indirect connection, combination, coupling, or installation. For example, a direct connection refers to two parts or components being connected together without the need for an intermediary, while an indirect connection refers to two parts or components each being connected to at least one intermediary, with the connection achieved through the intermediary. Furthermore, "connection" and "coupling" are not limited to physical or mechanical connections or couplings, but can also include electrical connections or couplings.

[0032] In this application, those skilled in the art will understand that relative terms (e.g., “about,” “approximately,” “basically,” etc.) used in conjunction with quantities or conditions are to include the values ​​and have the meaning indicated by the context. For example, such relative terms include at least the degree of error associated with the measurement of a particular value, tolerances associated with the particular value due to manufacturing, assembly, use, etc. Such terms should also be considered as disclosing a range defined by the absolute values ​​of the two endpoints. Relative terms may refer to a certain percentage (e.g., 1%, 5%, 10% or more) of the indicated value. Numerical values ​​not using relative terms should also be disclosed as specific values ​​with tolerances. Furthermore, “basically” when expressing relative angular relationships (e.g., substantially parallel, substantially perpendicular) may refer to a certain degree (e.g., 1 degree, 5 degrees, 10 degrees or more) added to or subtracted from the indicated angle.

[0033] In this application, those skilled in the art will understand that the function performed by a component can be performed by one component, multiple components, one part, or multiple parts. Similarly, the function performed by a part can also be performed by one part, one component, or a combination of multiple parts.

[0034] In this application, the directional terms "upper," "lower," "left," "right," "front," and "rear" are used to describe the orientation and positional relationships shown in the accompanying drawings and should not be construed as limiting the embodiments of this application. Furthermore, in the context, it should be understood that when an element is mentioned as being connected "upper" or "lower" to another element, it can be directly connected to the other element "upper" or "lower," or indirectly connected through an intermediate element. It should also be understood that directional terms such as upper side, lower side, left side, right side, front side, and rear side not only represent positive orientation but can also be understood as lateral orientation. For example, "below" can include directly below, lower left, lower right, lower front, and lower rear.

[0035] Please see Figure 1 and Figure 2This embodiment provides a masonry structure reinforcement structure with monitoring function for reinforcing masonry structure 100. The masonry structure reinforcement structure with monitoring function includes a precast concrete strip 1, a connecting component 2, and a monitoring component 3. The precast concrete strip 1 is fixedly connected to the masonry structure 100 through the connecting component 2. The monitoring component 3 includes a strain detection part and a temperature detection part. The strain detection part is used to detect the strain of the precast concrete strip 1, and the temperature detection part is used to detect the temperature of the precast concrete strip 1.

[0036] The monitoring component 3 is a fiber optic sensor system, serving as both a strain detection unit and a temperature detection unit, integrated within the precast concrete strip 1. It is used to detect the strain and temperature of the precast concrete strip 1, respectively. The monitoring component 3 includes at least one optical fiber, at least one fiber Bragg grating element or distributed fiber optic sensing element, and an optical signal demodulation device. The at least one optical fiber serves as the sensing and transmission medium, possessing optical properties sensitive to changes in concrete strain and temperature. At least one fiber Bragg grating element or distributed fiber optic sensing element, integrated within or coupled to the optical fiber, is used to convert changes in concrete strain and temperature into measurable optical signal changes. The fiber Bragg grating element or distributed fiber optic sensing element includes a strain-sensitive element for detecting strain and a temperature-sensitive element for detecting temperature. The optical signal demodulation device is connected to the optical fiber and is used to receive and demodulate the optical signal changes from the fiber Bragg grating element or distributed fiber optic sensing element, converting the optical signal changes into corresponding concrete strain and temperature values.

[0037] It should be noted that existing commercially available germanium-doped silica fiber can be used as the optical fiber type. Specifically, the strain-sensitive element and temperature-sensitive element are integrated into the optical fiber, and existing fiber Bragg gratings (FBGs) or distributed fiber optic sensing technology can be used. To adapt to concrete environments, a polymer protective layer and existing alkali-resistant coating are sufficient for the outer layer of the optical fiber. The optical fiber connector is used to connect the monitoring component 3 to the demodulation device, and existing standard optical fiber connectors, such as FC / PC, SC / PC, or LC types, can be used. Depending on environmental requirements, existing waterproof and dustproof connectors can be selected. The optical signal demodulation device is used to transmit optical signals and demodulate the returned optical signals, converting the optical signals into strain and temperature values. The demodulation device can use existing optical demodulation technologies, such as broadband light sources or lasers as the light source, a spectrum analyzer or photodetector for signal detection, and a signal processing unit including a data acquisition card, processor, etc. Signal processing and data communication can use existing technologies.

[0038] It should be noted that the selection of the monitoring component 3 model and the pre-embedding method mainly include the following steps:

[0039] Monitoring Component 3 Layout Design: Based on the characteristics of the precast concrete strip 1 and the monitoring requirements, determine the layout location and quantity of monitoring components 3 within the precast concrete strip 1. The layout design can adopt existing structural monitoring point layout methods.

[0040] Monitoring component 3 is pre-embedded: Before the precast concrete strip 1 is poured, monitoring component 3 is pre-embedded and fixed to the reinforcing cage or formwork. Existing fiber optic sensor pre-embedding technology can be used for pre-embedding and fixing, taking care to protect the optical fiber.

[0041] Fiber optic connector installation: After the precast concrete strip 1 has cured, install the fiber optic connector of monitoring component 3 and connect it to the optical signal demodulation device. Existing fiber optic connector installation techniques can be used to ensure a reliable connection.

[0042] System debugging and calibration: After system installation, debugging is performed to check link connectivity and signal quality. Monitoring component 3 is calibrated to establish the correspondence between optical signals and strain temperature. System debugging and calibration can employ existing fiber optic sensor system calibration methods, such as comparative experiments.

[0043] Data Acquisition and Monitoring: After system debugging and calibration, real-time monitoring of the strain and temperature of the concrete structure is performed. The data acquisition system automatically collects and stores the data. Existing structural health monitoring data acquisition and management systems can be used for data acquisition and monitoring.

[0044] The methods for strengthening masonry structures are briefly described below:

[0045] Before construction, prepare the precast concrete strip 1 with internal monitoring components 3 and the connecting components 2. During construction, first install the connecting components 2 at the corresponding positions on the masonry structure 100, and then firmly fix the precast concrete strip 1 to the masonry structure 100 through the connecting components 2, ensuring a tight bond between the two. After construction, the monitoring components 3 begin to monitor the strain and temperature of the precast concrete strip 1 in real time. If any data is abnormal, it can be analyzed in time and corresponding measures can be taken to ensure the safety and stability of the reinforced masonry structure 100.

[0046] Understandably, the above-mentioned reinforcement methods offer improvements over traditional methods in terms of construction steps, construction period, and long-term durability.

[0047] Specifically, multiple precast concrete strips 1 are provided, and multiple precast concrete strips 1 can be assembled into a reinforced frame. The masonry structure 100 also includes a transition component, through which any two adjacent precast concrete strips 1 are connected to form a whole.

[0048] With this setup, multiple precast concrete strips 1 are assembled into a reinforcement frame. The combination of strips can be flexibly adjusted according to the shape, size and reinforcement requirements of different masonry structures 100, thereby achieving adaptable reinforcement of irregular masonry structures 100, with high applicability.

[0049] In addition, individual precast concrete strips 1 are small in size and light in weight, making them easier to transport and store compared to large, monolithic reinforcement components, thus reducing transportation costs and difficulties, and minimizing storage space requirements. More importantly, if a problem occurs with a single precast concrete strip 1, the individual strip can be easily maintained or replaced by removing the adapter assembly without affecting the overall reinforcement frame and masonry structure 100, reducing maintenance costs and impacting the building's usability.

[0050] To further enhance the stability of the reinforced masonry structure 100, precast concrete strip 1 is made of UHPC (Ultra-High Performance Concrete). It is understood that the compressive strength of UHPC can reach 3-5 times that of ordinary concrete, and its tensile strength is significantly improved. This allows it to more effectively bear loads and restrain the deformation of the masonry structure 100, thereby improving the overall stiffness and load-bearing capacity of the structure. Furthermore, UHPC possesses excellent toughness and crack resistance, enabling it to absorb energy through multiple cracks under dynamic loads such as earthquakes, achieving "cracking without breaking," significantly enhancing the seismic performance of the masonry structure 100. The dense structure of UHPC gives it outstanding resistance to impermeability, freeze-thaw cycles, and chemical corrosion, allowing it to adapt to complex environments, extend the service life of the reinforced structure, and reduce later maintenance costs.

[0051] In this embodiment, the UHPC uses one or more of the following fibers: steel fiber, basalt fiber, alkali-resistant glass fiber, carbon fiber, polypropylene fiber, polyvinyl alcohol fiber, and ultra-high molecular weight polyethylene fiber, which will not be elaborated further.

[0052] Specifically, the connecting component 2 includes a mounting groove 4 and a mating block 5 that can be fitted together. The mounting groove 4 is formed on the masonry structure 100, and the mating block 5 is set on the precast concrete strip 1. During construction, the mounting groove 4 is first formed on the masonry structure 100 according to the actual situation, and then the mating block 5 on the precast concrete strip 1 is precisely embedded. This ensures that the precast concrete strip 1 and the masonry structure 100 are quickly positioned, thereby ensuring accurate installation, significantly shortening construction time, and improving construction efficiency.

[0053] Furthermore, the mounting groove 4 and the mating block 5 fit tightly together, forming a stable mechanical interlocking structure, which effectively enhances the connection strength between the two, thereby better resisting various external forces and ensuring the stability and safety of the reinforced masonry structure 100. It should be noted that in other embodiments, the connecting component 2 can also adopt conventional connection structures such as bolts, which will not be detailed further. It is worth noting that the position of the mounting groove 4 and the shape of the mating block 5 (such as trapezoidal or dovetail shape) can be flexibly designed according to the surface morphology of the masonry structure 100 to adapt to uneven walls or corners, improving the adaptability of the reinforcement scheme.

[0054] Furthermore, the connecting component 2 also includes an adhesive, and the mating block 5 is fixed in the mounting groove 4 by the adhesive. With this configuration, the mechanical interlocking structure of the mounting groove 4 and the mating block 5 can provide initial positioning and anti-slip capability, while the adhesive fills the interface gap and forms a chemical bond. The synergistic effect of the two significantly improves shear, tensile and peel resistance, making it particularly suitable for high-stress areas or vibration environments.

[0055] Furthermore, the adhesive's toughness can absorb the energy generated by dynamic loads such as earthquakes and wind-induced vibrations, reducing the relative displacement between the strip and the masonry, and enhancing the overall seismic performance of the structure. This is especially suitable for historical buildings and other scenarios where reinforcement and protection are both necessary. In this embodiment, the adhesive is one of epoxy resin, mortar, UHPC, or high-ductility concrete (ECC), which will not be elaborated further.

[0056] To further shorten the construction period, the connecting assembly 2 also includes a clamp detachably connected to the masonry structure 100. The clamp is configured to press the mating block 5 into the mounting groove 4, allowing the adhesive to fill the gap between the mating block 5 and the mounting groove 4. By applying continuous pressure, the clamp ensures that the adhesive completely fills the tiny gaps between the mating block 5 and the mounting groove 4, eliminating air bubbles and voids, and significantly improving the interfacial bonding strength. More importantly, the clamp can quickly pre-tighten the mating block 5 into place, allowing subsequent operations to proceed without waiting for the adhesive to initially set, thus shortening the construction period.

[0057] It should be noted that the type of clamp can be selected according to the actual application scenario. For example, a mechanical bolt clamp first drills a hole in the masonry, and then bolts are passed through the pressure plate to press the pressure plate onto the concrete strip.

[0058] The precast concrete strip 1 also includes a reinforcing block 6, which is integrally formed with the mating block 5, resulting in a T-shaped cross-section for the precast concrete strip 1. When the mating block 5 is embedded in the mounting groove 4 of the masonry structure 100, the reinforcing block 6 will tightly abut against the surface of the masonry structure 100, forming a stable support structure. This increases the contact area between the precast concrete strip 1 and the masonry structure 100, effectively dispersing pressure and improving the stability and reliability of the connection.

[0059] Specifically, the transition assembly includes a compatible adapter and an adapter hole. The adapter is located in one of two adjacent precast concrete strips 1, and the adapter hole is located in the other of the two adjacent precast concrete strips 1. Through the mechanical interlocking of the adapter and the adapter hole, a rigid connection is formed between adjacent precast concrete strips 1, effectively transferring bending moment, shear force, and axial force, avoiding stress concentration problems caused by independent stress on the strips, thereby improving the load-bearing capacity and deformation coordination of the entire reinforced structure. It should be noted that the specific locations of the adapter and adapter hole can be designed according to the actual application scenario, and no specific requirements or restrictions are imposed on them.

[0060] Preferably, the adapter is a reinforcing bar extending from the precast concrete strip 1. Using a reinforcing bar adapter eliminates the need for additional processing; it is directly precast and formed synchronously with the precast concrete strip 1, simplifying the construction process. Furthermore, during construction, simply inserting the reinforcing bar adapter of the adjacent precast concrete strip 1 into the corresponding adapter hole (such as a pre-reserved sleeve or hole) completes the positioning and connection, significantly reducing on-site work time and labor costs.

[0061] In this embodiment, the monitoring component 3 is a fiber optic sensor. It is understood that fiber optic sensors transmit data using optical signals, are unaffected by electromagnetic interference, and are particularly suitable for building environments with strong electromagnetic fields (such as areas near high-voltage equipment or metal structures), ensuring the accuracy and stability of the monitoring data. Simultaneously, the fiber optic sensor can detect minute strains, temperature changes, or vibrations within the precast concrete strip 1; for example, it can identify millimeter-level crack initiation or micrometer-level deformation. Furthermore, the fiber optic material itself has chemical corrosion resistance and waterproof properties, allowing it to be embedded long-term within concrete, resistant to harsh environments such as humidity and acids / alkalis, avoiding the failure problems caused by corrosion of traditional electrical sensors, and extending the lifespan of the monitoring system.

[0062] It should be noted that the fiber optic sensor is an existing technology, based on Rayleigh scattering OFDR distributed fiber optic sensing technology, capable of sensing at millimeter-level spatial resolution, which will not be elaborated upon further. Furthermore, the distributed fiber optic sensing technology can continuously measure along the entire length of the precast concrete strip 1, acquiring real-time spatial distribution data of parameters such as temperature and strain, comprehensively covering areas that are difficult to monitor with traditional point sensors (such as the mid-span and corners of the strip).

[0063] In practical applications, the fiber optic sensor collects data once after the precast concrete strip 1 has been poured, formed, and cured, serving as the initial value. During the use of the precast concrete strip 1, data can be collected again to determine whether it meets the usage requirements.

[0064] Obviously, the above embodiments of this utility model are merely examples for clearly illustrating the present utility model, and are not intended to limit the implementation of the present utility model. Those skilled in the art can make various obvious changes, readjustments, and substitutions without departing from the protection scope of this utility model. It is neither necessary nor possible to exhaustively describe all embodiments here. Any modifications, equivalent substitutions, and improvements made within the spirit and principles of this utility model should be included within the protection scope of the claims of this utility model.

Claims

1. A masonry structure reinforcement structure with monitoring function, used to reinforce a masonry structure (100), characterized in that, The masonry structure reinforcement structure with monitoring function includes a precast concrete strip (1), a connecting component (2), and a monitoring component (3). The precast concrete strip (1) is fixedly connected to the masonry structure (100) through the connecting component (2). The monitoring component (3) is disposed inside the precast concrete strip (1). The monitoring component (3) includes a strain detection part and a temperature detection part. The strain detection part is used to detect the strain of the precast concrete strip (1), and the temperature detection part is used to detect the temperature of the precast concrete strip (1).

2. The masonry structure reinforcement structure with monitoring function according to claim 1, characterized in that, Multiple precast concrete strips (1) are provided, and multiple precast concrete strips (1) can be assembled into a reinforced frame; The masonry structure (100) also includes a transition assembly, through which any two adjacent precast concrete strips (1) are connected to form a whole.

3. The masonry structure reinforcement structure with monitoring function according to claim 1, characterized in that, The precast concrete strip (1) is a UHPC strip.

4. A masonry structure reinforcement structure with monitoring function according to claim 1, characterized in that, The connecting component (2) includes a mounting groove (4) and a mating block (5) that can be adapted to fit together. The mounting groove (4) is opened on the masonry structure (100), and the mating block (5) is disposed on the precast concrete strip (1).

5. A masonry structure reinforcement structure with monitoring function according to claim 4, characterized in that, The connecting component (2) also includes an adhesive, and the mating block (5) is fixed in the mounting groove (4) by the adhesive.

6. A masonry structure reinforcement structure with monitoring function according to claim 5, characterized in that, The connecting assembly (2) further includes a clamp detachably connected to the masonry structure (100) and configured to press the mating block (5) into the mounting groove (4) so ​​that the adhesive can fill the gap between the mating block (5) and the mounting groove (4).

7. A masonry structure reinforcement structure with monitoring function according to claim 4, characterized in that, The precast concrete strip (1) also includes a reinforcing block (6), which is integrally formed with the mating block (5), and the cross-section of the precast concrete strip (1) is T-shaped.

8. A masonry structure reinforcement structure with monitoring function according to claim 2, characterized in that, The adapter assembly includes an adapter and an adapter hole that can be adapted to fit together. The adapter is disposed in one of two adjacent precast concrete strips (1), and the adapter hole is disposed in the other of two adjacent precast concrete strips (1).

9. A masonry structure reinforcement structure with monitoring function according to claim 8, characterized in that, The adapter is the reinforcing bar extending from the precast concrete strip (1) into its body.

10. A masonry structure reinforcement structure with monitoring function according to any one of claims 1-9, characterized in that, The monitoring component (3) is a fiber optic sensor system, which serves as the strain detection unit and the temperature detection unit, respectively, for detecting the strain and temperature of the precast concrete strip (1); wherein, the fiber optic sensor system includes: At least one optical fiber serves as a sensing and transmission medium, and the optical fiber has optical properties that are sensitive to changes in concrete strain and temperature. At least one fiber Bragg grating element or distributed fiber optic sensing element, integrated in or coupled to the fiber optic cable, is used to convert strain and temperature changes in concrete into measurable optical signal changes, wherein the fiber Bragg grating element or distributed fiber optic sensing element includes a strain-sensitive element for detecting strain and a temperature-sensitive element for detecting temperature. An optical signal demodulation device, connected to the optical fiber, is used to receive and demodulate changes in optical signals from the fiber grating element or the distributed optical fiber sensing element, and convert the changes in optical signals into corresponding concrete strain and temperature values.

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