Reinforcing structure for shallow-buried tunnel underneath passing ditch

Abstract

The utility model discloses a reinforcing structure for a shallow-buried tunnel underneath pass ditch, which relates to the field of tunnel engineering and comprises a ditch, a ditch protecting circular plate, a circular plate rib plate, a reinforcing vertical plate and the like. According to the reinforcing structure, the completeness of the channel is protected by installing the channel protecting circular plate in the reinforcing structure, and it is guaranteed that the channel is not damaged in the tunnel underpass process; in addition, the top of the channel protection circular plate is supported by installing a circular plate rib plate in the reinforcing structure, and the stability of the channel protection circular plate is improved. Bottom supporting of the canal protection circular plate is achieved by installing bottom supporting columns in the reinforcing structure, and the bearing capacity of the canal protection circular plate is further enhanced. The reinforcing structure is integrated by installing the reinforcing bottom plate, protection of the channel protecting circular plate on the channel is not affected when soil below is loosened, and therefore long-term stability and safety of the channel are guaranteed.

Description

Technical Field

[0001] The utility model relates to the field of tunnel engineering, in particular to a reinforcement structure for a shallow buried tunnel under a ditch. Background Art

[0002] The existing reinforcement structures of shallow tunnels under the ditches usually lack an integrated design and cannot effectively deal with the problem of ditch damage caused by loose foundation soil. Traditional reinforcement methods require frequent adjustments and supports during construction, which increases the difficulty and cost of construction. In addition, the existing reinforcement structures are prone to deformation and damage when subjected to long-term loads, making it difficult to ensure the long-term stability of the ditches. This not only affects the safe operation of the tunnel, but may also cause ditch leakage, threatening the safety of the surrounding environment and facilities. The existing ditch reinforcement structure has the following disadvantages:

[0003] 1. The existing reinforcement structure of the shallow tunnel under the ditch has limited effect in protecting the ditch. The traditional reinforcement method can only maintain the stability of the ditch to a certain extent, and cannot effectively protect the integrity of the ditch. Especially when the foundation soil is loose, the ditch may still be damaged. Therefore, there is an urgent need for a reinforcement structure that can fully protect the ditch through the ditch protection circular plate.

[0004] 2. The support of the reinforcement structure at the top of the ditch usually lacks effective design, which causes the circular plate of the ditch protection to be easily deformed or broken when subjected to top pressure, reducing the reliability of the entire reinforcement structure. Therefore, there is an urgent need for a reinforcement structure that can achieve top support through circular plate ribs.

[0005] 3. The existing reinforcement structure does not provide sufficient support at the bottom of the ditch. Especially when the foundation soil is loose, the bottom support of the circular plate often fails and cannot provide stable support force, thus affecting the reinforcement effect. Therefore, there is an urgent need for a reinforcement structure that can achieve bottom support through bottom pillars.

[0006] 4. The traditional reinforcement structure lacks an integrated design. When the foundation soil is loose, the reinforcement effects of each part cannot be coordinated, resulting in poor overall reinforcement effect. Therefore, there is an urgent need for an integrated reinforcement structure that can be achieved by reinforcing the bottom plate so that it can maintain stability under any circumstances and ensure the long-term safety of the ditch. Utility Model Content

[0007] The main purpose of the utility model is to provide a reinforcement structure for a shallow buried tunnel under a ditch, which can effectively solve the problems in the background technology.

[0008] In order to achieve the above purpose, the technical solution adopted by the utility model is:

[0009] A reinforcement structure for a shallow tunnel under a ditch comprises a ditch, a ditch protection circular plate, a circular plate rib, a reinforcement vertical plate, a reinforcement bottom plate and a bottom support. The ditch protection circular plate is installed below the ditch to protect the ditch.

[0010] Preferably, the circular plate ribs are installed on both sides of the top of the channel protection circular plate.

[0011] Preferably, the bottom support is installed at the bottom of the channel protection circular plate.

[0012] Preferably, the reinforcement base plate is installed at the bottom of the entire reinforcement structure.

[0013] Compared with the prior art, the utility model has the following beneficial effects:

[0014] 1. The utility model provides comprehensive protection for the ditch by installing the ditch protection circular plate. The ditch protection circular plate can effectively maintain the integrity of the ditch and prevent damage caused by loose foundation soil. This design ensures that the ditch remains stable during the tunnel underpass, avoids safety hazards caused by ditch damage, and improves the safety and reliability of tunnel construction.

[0015] 2. The utility model realizes the top support of the circular plate of the canal protection by installing the circular plate ribs. The circular plate ribs can enhance the bearing capacity of the circular plate of the canal protection and prevent it from deforming or breaking when subjected to the top pressure. This design improves the overall stability and durability of the reinforced structure and ensures the safety and reliability of the ditch in long-term use.

[0016] 3. The utility model realizes the bottom support of the canal protection circular plate by installing the bottom support. The bottom support can provide strong support force to prevent the canal protection circular plate from failing due to insufficient bottom support. This design enhances the overall strength and stability of the reinforcement structure, ensuring that the ditch can still be effectively protected when the foundation soil is loose.

[0017] 4. The utility model realizes the integration of the reinforcement structure by installing a reinforcement base plate. The reinforcement base plate can effectively connect the various parts of the reinforcement structure together to form a whole, and can maintain the stability of the reinforcement structure even when the soil below is loose. This design improves the overall reliability of the reinforcement structure, ensures the long-term stability and safety of the ditch, and significantly improves the safety and efficiency of tunnel construction and operation. BRIEF DESCRIPTION OF THE DRAWINGS

[0018] Figure 1 It is an isometric view of the overall structure of the utility model;

[0019] Figure 2 This is the overall structural front view of the utility model;

[0020] Figure 3It is a top view of the overall structure of the utility model;

[0021] In the figure: 1. ditch; 2. ditch protection circular plate; 3. circular plate ribs; 4. reinforcement vertical plate; 5. reinforcement bottom plate; 6. bottom support. DETAILED DESCRIPTION

[0022] In order to make the technical means, creative features, objectives and effects achieved by the present invention easy to understand, the present invention is further described below in conjunction with specific implementation methods.

[0023] In the description of the present invention, it should be noted that the terms "upper", "lower", "inner", "outer", "front end", "rear end", "two ends", "one end", "the other end" and the like indicate positions or positional relationships based on the positions or positional relationships shown in the drawings, and are only for the convenience of describing the present invention and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as a limitation on the present invention. In addition, the terms "first" and "second" are used for descriptive purposes only and cannot be understood as indicating or implying relative importance.

[0024] In the description of the present invention, it should be noted that, unless otherwise clearly specified and limited, the terms "installed", "provided with", "connected", etc. should be understood in a broad sense. For example, "connected" can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be a direct connection, or it can be indirectly connected through an intermediate medium, or it can be the internal communication of two components. For ordinary technicians in this field, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.

[0025] Example

[0026] See also Figure 1-3 , the utility model provides a technical solution:

[0027] A reinforcement structure for a shallow tunnel under a ditch comprises a ditch, a ditch protection circular plate, a circular plate rib, a reinforcement vertical plate, a reinforcement bottom plate and a bottom support. The ditch protection circular plate is installed below the ditch to protect the ditch.

[0028] Specifically, the circular plate ribs are installed on both sides of the top of the channel protection circular plate.

[0029] Specifically, the bottom support is installed at the bottom of the circular canal protection plate.

[0030] Specifically, the reinforcement base plate is installed at the bottom of the entire reinforcement structure.

[0031]

[0032]

[0033] By comparing the data in the above table, it can be seen that in terms of ditch protection, the ordinary reinforcement structure lacks effective protection, and the ditch is easily damaged. However, the reinforcement structure with the ditch protection circular plate effectively protects the integrity of the ditch and prevents damage by installing the ditch protection circular plate, which significantly improves the stability and safety of the ditch. In terms of top support, the support effect of the ordinary reinforcement structure is limited, and it is easy to deform, affecting the stability of the overall structure. The new reinforcement structure realizes the top support of the ditch protection circular plate by installing the circular plate ribs, enhances the stability and bearing capacity of the structure, and ensures safety during long-term use. In terms of bottom support, the support of the ordinary reinforcement structure is insufficient and easy to fail, especially when the foundation soil is loose, the reinforcement effect is difficult to guarantee. The new reinforcement structure realizes the bottom support of the ditch protection circular plate by installing the bottom pillar, enhances the bearing capacity, and can maintain the stability of the reinforcement structure even when the foundation soil is loose. In terms of integrated design, the ordinary reinforcement structure lacks integrated design, each part is independent, the integrity is poor, and it is easily affected by the external environment. The new reinforcement structure realizes the integrated design of the reinforcement structure by installing a reinforced base plate, ensuring the overall stability and reliability, and improving the service life and long-term safety.

[0034] The canal protection circular plate described in the utility model uses a canal protection circular plate of model TH-CQP500. This series of canal protection circular plates adopts advanced concrete and steel composite technology, and has the advantages of high strength, corrosion resistance and long life. The TH-CQP500 canal protection circular plate not only has excellent structural performance, but can also be customized according to actual needs to adapt to different engineering requirements and environmental conditions. Using high-quality concrete and steel composite materials, the canal protection circular plate of model TH-CQP500 has extremely high strength and toughness, can withstand greater pressure and impact force, and ensure the safety and stability of the ditch during the tunnel underpass. Compared with traditional materials, the canal protection circular plate of China Communications Construction Third Harbor Engineering Bureau Co., Ltd. has better corrosion resistance, is suitable for various complex environments, effectively extends the service life, and reduces maintenance costs. Under normal use conditions, the design service life of the TH-CQP500 canal protection circular plate can reach more than 50 years, significantly reducing replacement and maintenance costs.

[0035] The circular plate ribs described in the utility model are circular plate ribs of model BS-RBP300. This series of circular plate ribs adopts advanced steel processing technology and has the advantages of high strength, corrosion resistance and long life. BS-RBP300 circular plate ribs not only have excellent structural performance, but can also be customized according to actual needs to adapt to different engineering requirements and environmental conditions. The tensile strength of BS-RBP300 circular plate ribs reaches 500MPa, ensuring that it will not break under high tensile conditions.

[0036] The reinforced base plate described in the utility model uses a reinforced base plate of model CNBM-RF800. This series of reinforced base plates adopts high-performance composite material technology and has the advantages of high strength, corrosion resistance and long life. The CNBM-RF800 reinforced base plate not only has excellent structural performance, but can also be customized according to actual needs to adapt to different engineering requirements and environmental conditions. The bending strength of the reinforced base plate is 15MPa, which enhances its stability under bending stress. The compressive strength of the CNBM-RF800 reinforced base plate reaches 80MPa, ensuring that it will not break or deform under high pressure environments.

[0037] The above shows and describes the basic principle and main features of the utility model and the advantages of the utility model. Those skilled in the art should understand that the utility model is not limited by the above embodiments. The above embodiments and descriptions are only for explaining the principle of the utility model. Without departing from the spirit and scope of the utility model, the utility model may have various changes and improvements, which fall within the scope of the utility model to be protected. The scope of protection claimed by the utility model is defined by the attached claims and their equivalents.

Claims

1. A reinforcement structure for a shallow tunnel under a ditch, characterized in that: The invention comprises a ditch (1), a ditch protection circular plate (2), a circular plate rib plate (3), a reinforcement vertical plate (4), a reinforcement bottom plate (5) and a bottom support (6); the ditch protection circular plate (2) is installed below the ditch (1); and the ditch protection circular plate (2) protects the ditch (1).

2. A reinforcement structure for a shallow tunnel under a ditch according to claim 1, characterized in that: The circular plate ribs (3) are installed on both sides of the top of the channel protection circular plate (2).

3. The reinforcement structure for a shallow tunnel under a ditch according to claim 1, characterized in that: The bottom support (6) is installed at the bottom of the channel protection circular plate (2).

4. The reinforcement structure for a shallow tunnel under a ditch according to claim 1, characterized in that: The reinforcement base plate (5) is installed at the bottom of the entire reinforcement structure.

Images