Foundation reinforcing structure

Abstract

The utility model relates to the technical field of reinforcing structures, and discloses a foundation reinforcing structure which comprises three bottom rings, and crescent plates are fixedly connected to the bottom ends of the outer surfaces of the three bottom rings. According to the foundation reinforcing structure, column feet of an ancient building can be reinforced, effective supporting of the middle of a column body is achieved through the arranged telescopic rod, telescopic sleeve and fulcrum sleeve, the overall stability of the long column body can be remarkably improved, the problem that reinforcing is insufficient due to the fact that the column body is too long is solved, and especially when the ancient building is repaired and reinforced, the reinforcing effect is good. The comprehensive reinforcing mode can better ensure the integrity and safety of the structure, the reinforcing structure can be flexibly adjusted according to columns with different lengths through the design of the telescopic rod and the telescopic sleeve, so that the accuracy and effectiveness of a supporting point are ensured, the pressure sensor is installed on the supporting point sleeve and is in wireless connection with a remote monitoring system, and the safety of the supporting point is improved. The reinforcing structure can monitor the inclination condition of the column body in real time.

Description

Technical Field

[0001] This application relates to the field of reinforced structure technology, specifically a basic reinforced structure. Background Technology

[0002] my country has a large number of ancient buildings with historical value and contemporary significance. Having endured the test of time, these buildings are entering their twilight years and are showing varying degrees of safety hazards, even the possibility of destruction. Measures to reinforce and repair these ancient buildings are urgently needed to preserve them. Most of these ancient buildings are constructed with brick and concrete or wood. Due to their long service life, various forms of corrosion, material aging, and damage during use have led to insufficient load-bearing capacity, necessitating proper reinforcement, repair, and maintenance.

[0003] An existing patent (publication number: CN211646509U) discloses a seismic-resistant foundation reinforcement structure for ancient buildings, comprising a base with two reinforcing plates arranged opposite each other on the base. The two reinforcing plates abut against the sides of the ancient building's column base. The base includes a first base plate and a second base plate set on the ground. Receiving grooves are respectively formed on the opposite sides of the first and second base plates, with the ancient building's column base located between the two receiving grooves. A locking block is provided on the side of the first base plate facing the second base plate, and a locking groove is formed on the second base plate to cooperate with the locking block. Columns are respectively provided on the first and second base plates, with two limiting grooves respectively formed on the opposite sides of the two columns. The two sides of the reinforcing plates are respectively locked into the two limiting grooves. This utility model has the advantages of easy installation and minimal damage to the original structure of the ancient building during installation.

[0004] The aforementioned reinforcement structure has the advantages of being easy to install and not easily damaging the original structure of ancient buildings during installation. However, during use, it can only reinforce the column base and cannot reinforce the column surface. When the column is long, the reinforcement stability is low. Furthermore, there is a lack of monitoring of the column's condition during use, making it impossible to provide timely early warning. Utility Model Content

[0005] To address the shortcomings of existing technologies, this application provides a basic reinforcement structure that offers advantages such as ease of installation and stable support, thus solving the problems mentioned in the background art.

[0006] To achieve the above objectives, this application provides the following technical solution: a basic reinforcement structure, comprising three bottom rings, with crescent plates fixedly connected to the bottom ends of the outer surfaces of the three bottom rings, and reinforcing ribs fixedly connected to the outer surfaces of the three bottom rings, with the bottom end of each reinforcing rib fixedly connected to the crescent plate adjacent to it.

[0007] Each of the crescent plates has a connecting seat on its outer surface, and each connecting seat has a telescopic rod hinged to its end away from the bottom ring. Each telescopic rod has a telescopic sleeve slidably fitted on its outer surface, and each telescopic sleeve has a fulcrum sleeve hinged at its top end.

[0008] Each of the aforementioned fulcrum sleeves is equipped with a pressure sensor.

[0009] The above-mentioned solution not only reinforces the base of ancient building columns, but also provides effective support for the middle of the column through the installation of telescopic rods, telescopic sleeves, and fulcrum sleeves. This significantly improves the overall stability of long columns and avoids insufficient reinforcement due to excessive column length. Especially when repairing and reinforcing ancient buildings, this comprehensive reinforcement method ensures the integrity and safety of the structure. The design of the telescopic rods and telescopic sleeves allows this reinforcement structure to be flexibly adjusted according to columns of different lengths, thereby ensuring the accuracy and effectiveness of the support points. By installing pressure sensors on the fulcrum sleeves and wirelessly connecting them to a remote monitoring system, this reinforcement structure can monitor the tilt of the column in real time.

[0010] Furthermore, each of the bottom rings has a set of first connecting holes on one side.

[0011] The above solution, with the first connecting hole, facilitates the interconnection of the three bottom rings.

[0012] Furthermore, each of the crescent-shaped plates has a set of anchoring holes on its upper surface.

[0013] The above solution, with its anchoring holes, makes it easy for users to fix the crescent-shaped board to the ground.

[0014] Furthermore, each of the connecting seats has a set of second connecting holes that penetrate the reinforcing rib on one side.

[0015] The above solution, with the second connecting hole, facilitates the connection between the connecting seat and the reinforcing rib.

[0016] Furthermore, each of the telescopic sleeves has a set of fixing holes on one side.

[0017] The above solution, with its fixing holes, makes it easy for users to secure the telescopic sleeve.

[0018] Furthermore, a set of third connecting holes is provided on one side of each of the fulcrum sleeves.

[0019] The above scheme, with the addition of the third connecting hole, facilitates the interconnection of the three fulcrum sleeves.

[0020] Furthermore, the pressure sensor is wirelessly connected to the remote monitoring system.

[0021] Through the above scheme, the pressure sensor can not only monitor the tilt of beams and columns in real time, but also transmit data to a remote monitoring system via wireless connection. Managers can view the monitoring data at any time and from any location via mobile devices or computer terminals. Once an anomaly is detected, intervention measures can be taken immediately to ensure the safety of the building structure.

[0022] Furthermore, each of the telescopic rods and telescopic sleeves is made of high-strength lightweight alloy material and its surface is treated with corrosion resistance.

[0023] The above solutions can effectively resist the erosion of materials by environmental factors such as moisture and oxidation, prevent surface rust or corrosion, and thus maintain the aesthetic appearance and stable performance of the structure.

[0024] Compared with the prior art, the technical solution of this application has the following beneficial effects:

[0025] This basic reinforcement structure not only strengthens the base of ancient building columns but also effectively supports the middle of the column through the installation of telescopic rods, telescopic sleeves, and fulcrum sleeves. It can significantly improve the overall stability of long columns and avoid the problem of insufficient reinforcement caused by excessive column length. Especially when repairing and reinforcing ancient buildings, this comprehensive reinforcement method can better ensure the integrity and safety of the structure. The design of the telescopic rods and telescopic sleeves allows this reinforcement structure to be flexibly adjusted according to columns of different lengths, thereby ensuring the accuracy and effectiveness of the support points. By installing pressure sensors on the fulcrum sleeves and wirelessly connecting them to a remote monitoring system, this reinforcement structure can monitor the tilt of the column in real time. Attached Figure Description

[0026] Figure 1 This is a three-dimensional schematic diagram of the overall structure of this application;

[0027] Figure 2 Here is a diagram of the bottom ring structure of this application;

[0028] Figure 3 This is a diagram of the low-ring structure of this application;

[0029] Figure 4 This is a structural diagram of the fulcrum of this application.

[0030] In the picture:

[0031] 1. Bottom ring; 2. Crescent plate; 3. Reinforcing rib; 4. Connecting seat; 5. Telescopic rod; 6. Telescopic sleeve; 7. Pivot sleeve; 8. Pressure sensor; 9. First connecting hole; 10. Anchoring hole; 11. Second connecting hole; 12. Fixing hole; 13. Third connecting hole. Detailed Implementation

[0032] The technical solutions of the embodiments of this application will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of this application, and not all embodiments. Based on the embodiments of this application, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of this application.

[0033] Please see Figure 1 , Figure 2 and Figure 3 In this embodiment, a basic reinforcement structure includes three bottom rings 1. The bottom of the outer surface of each of the three bottom rings 1 is fixedly connected to a crescent plate 2, and the outer surface of each of the three bottom rings 1 is fixedly connected to a reinforcing rib 3. The bottom of each reinforcing rib 3 is fixedly connected to the crescent plate 2 adjacent to it. Through the above arrangement, the bottom of the external beam and column can be supported. Each bottom ring 1 has a set of first connecting holes 9 on one side. The first connecting holes 9 facilitate the interconnection of the three bottom rings 1.

[0034] Please see Figure 1 , Figure 2 and Figure 3 Each crescent plate 2 has a connecting seat 4 on its outer surface, and a set of anchoring holes 10 on its upper surface. The anchoring holes 10 facilitate the user's fixation of the crescent plate 2 to the ground. Each connecting seat 4 has a telescopic rod 5 hinged to its end away from the bottom ring 1. Each telescopic rod 5 has a telescopic sleeve 6 slidably fitted on its outer surface. Each telescopic sleeve 6 has a fulcrum sleeve 7 hinged to its top. The fulcrum sleeve 7 provides mid-end support for external beams and columns. The telescopic rod 5 and telescopic sleeve 6 allow for adjustment of the support point according to columns of different lengths. Each connecting seat 4 has a set of second connecting holes 11 penetrating the reinforcing rib 3 on one side. The second connecting holes 11 facilitate the connection between the connecting seat 4 and the reinforcing rib 3. Each telescopic sleeve 6 has a set of fixing holes 12 on one side. The fixing holes 12 facilitate the user's fixation of the telescopic sleeve 6.

[0035] Please see Figure 1 , Figure 2 and Figure 4Each telescopic rod 5 and telescopic sleeve 6 is made of high-strength lightweight alloy material and has been treated with corrosion-resistant materials to effectively resist the erosion of materials by environmental factors such as moisture and oxidation, prevent surface rust or corrosion, and thus maintain the aesthetic appearance and stable performance of the structure. Each support sleeve 7 is equipped with a pressure sensor 8. The pressure sensor 8 can monitor whether the column is tilting, thereby improving the early warning capability. Each support sleeve 7 has a set of third connection holes 13 on one side, which can facilitate the interconnection of three support sleeves 7. The pressure sensor 8 is wirelessly connected to the remote monitoring system. The pressure sensor 8 can not only monitor the tilt of the beam and column in real time, but also transmit data to the remote monitoring system wirelessly. Managers can view the monitoring data at any time and place through mobile devices or computer terminals. Once an abnormality is detected, measures can be taken immediately to intervene and ensure the safety of the building structure.

[0036] The basic reinforcement structure in this embodiment not only reinforces the base of ancient building columns, but also provides effective support for the middle of the column through the installation of telescopic rods 5, telescopic sleeves 6, and fulcrum sleeves 7. This significantly improves the overall stability of long columns and avoids insufficient reinforcement due to excessive column length. Especially when repairing and reinforcing ancient buildings, this comprehensive reinforcement method can better ensure the integrity and safety of the structure. The design of telescopic rods 5 and telescopic sleeves 6 allows this reinforcement structure to be flexibly adjusted according to columns of different lengths, thereby ensuring the accuracy and effectiveness of the support points. By installing pressure sensors 8 on the fulcrum sleeves 7 and wirelessly connecting them to a remote monitoring system, this reinforcement structure can monitor the tilt of the column in real time.

[0037] The working principle of the above embodiment is as follows: First, the three bottom rings 1 are connected to each other through the first connecting hole 9 on their sides to form a stable bottom support structure. The design of the bottom rings 1 can evenly distribute the pressure from the column and improve the overall support capacity. Next, the crescent plate 2 is fixed to the ground using the anchoring hole 10 on the upper surface of the crescent plate 2. The design of the crescent plate 2 not only increases the contact area with the ground and improves stability, but also makes the structure more beautiful and practical through its shape design. Then, the connecting seat 4 is connected to the reinforcing rib 3 through the second connecting hole 11 to ensure a firm connection between the connecting seat 4 and the bottom rings 1 and the reinforcing rib 3. The design of the connecting seat 4 allows the telescopic rod 5 to be hinged to it. The upper part provides central support for the column. Next, the lengths of the telescopic rod 5 and telescopic sleeve 6 are adjusted according to the length of the column to ensure that the fulcrum sleeve 7 can accurately support the middle of the column. The design of the telescopic rod 5 and telescopic sleeve 6 allows this reinforcement structure to adapt to columns of different lengths, improving its applicability and flexibility. Finally, the tilt of the column is monitored in real time by the pressure sensor 8 installed on the fulcrum sleeve 7. The pressure sensor 8 can not only sense the tilt of the column, but also transmit data to a remote monitoring system via wireless connection. Managers can view the monitoring data at any time through mobile devices or computer terminals. Once an abnormality is detected, measures can be taken immediately to intervene and ensure the safety of the building structure.

[0038] It should be noted that, in this document, relational terms such as "first" and "second" are used only to distinguish one entity or operation from another, and do not necessarily require or imply any such actual relationship or order between these entities or operations. Furthermore, the terms "comprising," "including," 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 limitations, 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 said element.

[0039] Although embodiments of this application have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and variations can be made to these embodiments without departing from the principles and spirit of this application, the scope of which is defined by the appended claims and their equivalents.

Claims

1. A foundation reinforcement structure comprising three bottom rings (1), characterized in that: The bottom of the outer surface of each of the three bottom rings (1) is fixedly connected to a crescent plate (2), and the outer surface of each of the three bottom rings (1) is fixedly connected to a reinforcing rib (3). The bottom of each reinforcing rib (3) is fixedly connected to the crescent plate (2) that is close to it. Each of the crescent plates (2) has a connecting seat (4) on its outer surface. Each of the connecting seats (4) has a telescopic rod (5) hinged at one end away from the bottom ring (1). Each of the telescopic rods (5) has a telescopic sleeve (6) slidably fitted on its outer surface. Each of the telescopic sleeves (6) has a fulcrum sleeve (7) hinged at its top end. Each of the aforementioned fulcrum sleeves (7) is equipped with a pressure sensor (8).

2. A foundation reinforcement structure according to claim 1, wherein: Each of the bottom rings (1) has a set of first connecting holes (9) on one side.

3. A foundation reinforcement structure according to claim 1, wherein: Each of the crescent plates (2) has a set of anchoring holes (10) on its upper surface.

4. A foundation reinforcement structure according to claim 1, wherein: Each of the connecting seats (4) has a set of second connecting holes (11) through the reinforcing ribs (3) on one side.

5. A foundation reinforcement structure according to claim 1, wherein: Each of the telescopic sleeves (6) has a set of fixing holes (12) on one side.

6. A foundation reinforcement structure according to claim 1, characterized in that: Each of the aforementioned fulcrum sleeves (7) has a set of third connecting holes (13) on one side.

7. A foundation reinforcement structure according to claim 1, wherein: The pressure sensor (8) is wirelessly connected to the remote monitoring system.

8. A foundation reinforcement structure according to claim 1, wherein: Each of the telescopic rods (5) and telescopic sleeves (6) is made of high-strength lightweight alloy material and has a corrosion-resistant surface treatment.

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