Tunnel transverse drainage pipe structure with vertical inspection hole pipe

By setting up vertical inspection hole pipes in the side groove of the tunnel and communicating with the transverse drain pipe, the problem of low efficiency of horizontal drain pipe inspection and blockage and dredging in the existing technology is solved, efficient inspection and dredging process is achieved, and the tunnel is ensured. Passage capacity and drainage effect.

CN222184836UInactive Publication Date: 2024-12-17陕西省交通规划设计研究院有限公司
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Patent Information

Application Number
CN202420984817.6
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-05-08
Publication Date
2024-12-17
Estimated Expiration
Not applicable · inactive patent

AI Technical Summary

Technical Problem

In the prior art, during the inspection and dredging of transverse drainage pipes, the tunnel cannot pass normally, and the inspection and blockage dredging efficiency is poor, and the inspection pipeline causes damage to the tunnel road surface.

Method used

A tunnel transverse drainage pipe structure with vertical inspection hole pipe was designed. By setting up a vertical inspection hole pipe in the tunnel edge groove and connecting with the transverse drainage pipe through a tee pipe, seals are installed to ensure sealing and protection. Permeability simplifies inspection and laundering process.

Benefits of technology

The inspection and dredging length is shortened without destroying the tunnel pavement, which improves efficiency and ensures the normal traffic capacity of the tunnel, while improving drainage and installation flexibility.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model discloses a tunnel transverse drainage pipe structure with a vertical inspection hole pipe. The tunnel transverse drainage pipe structure comprises a transverse drainage pipe, the vertical inspection hole pipe, a three-way pipe and a vertical hole pipe cover. The lower end of the vertical inspection hole pipe downwards penetrates through the bottom of the tunnel side ditch and is connected with the three-way pipe, and the lower end of the vertical inspection hole pipe is communicated with the transverse drainage pipe through the three-way pipe; a side ditch cover plate is detachably mounted at the upper end of the tunnel side ditch, and the upper end of the vertical inspection hole pipe is located between the upper side of the bottom of the tunnel side ditch and the lower side of the side ditch cover plate; and a vertical hole pipe cover is detachably mounted at the upper end of the vertical inspection hole pipe. The vertical inspection hole pipe is arranged in the tunnel side ditch and communicates with the transverse drainage pipe through the three-way pipe, the length of transverse drainage pipe inspection and blockage dredging is shortened under the condition that the tunnel pavement is not damaged, and the efficiency of transverse drainage pipe inspection and blockage dredging is improved; and meanwhile, the normal traffic capacity of the tunnel during inspection and dredging is ensured.
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Description

Technical Field

[0001] The utility model relates to the technical field of tunnel drainage structures, in particular to a tunnel transverse drainage pipe structure with a vertical inspection hole pipe. Background Art

[0002] The tunnel drainage system plays a key role in the durability of the tunnel structure and the safety of operation. The water in the tunnel longitudinal drainage pipe is introduced into the central drainage ditch through the transverse drainage pipe and discharged out of the tunnel. Whether the tunnel transverse drainage pipe is unobstructed is crucial to ensure the effectiveness of the drainage system. Therefore, it is necessary to study the structure of the tunnel transverse drainage pipe.

[0003] In the prior art, the "A device for inspecting transverse and longitudinal drainage blind pipes in highway tunnels" with patent announcement number CN213510736U includes a plurality of longitudinal drainage blind pipes and a plurality of transverse drainage blind pipes installed in the tunnel, and also includes a plurality of first inspection pipelines, each of which is connected to two groups of longitudinal drainage blind pipes on a three-way joint; and also includes a plurality of second inspection pipelines, each of which is connected to two groups of transverse drainage blind pipes on a three-way joint; by adding inspection pipelines to the traditional transverse and longitudinal drainage blind pipes, the blockage position of the transverse and longitudinal drainage blind pipes can be determined by injecting water into the inspection pipelines, thereby avoiding large-scale excavation, effectively saving manpower and material resources, and at the same time being simple to operate and reducing work difficulty.

[0004] In the above-mentioned prior art, the end of the inspection pipeline connected to the transverse drain pipe will protrude from the tunnel lining surface, causing damage to the tunnel pavement, and during the inspection and unblocking of the transverse drain pipe, normal traffic in the tunnel cannot be carried out. If the inspection and unblocking is only carried out through the inspection pipeline connected to the longitudinal drain pipe, the length of the transverse drain pipe inspection and blockage unblocking will be long, and the efficiency of the transverse drain pipe inspection and blockage unblocking will be poor. Utility Model Content

[0005] The utility model provides a tunnel transverse drainage pipe structure with a vertical inspection hole pipe, which is used to solve the problems in the prior art that there is no relatively reliable inspection pipeline that causes damage to the tunnel road surface, the tunnel cannot be normally passed during the inspection and dredging of the transverse drainage pipe, the length of the inspection and blockage dredging of the transverse drainage pipe is long, and the efficiency of the inspection and blockage dredging of the transverse drainage pipe is poor.

[0006] On the one hand, the utility model provides a tunnel transverse drainage pipe structure with a vertical inspection hole pipe, comprising: a transverse drainage pipe, a vertical inspection hole pipe, a tee pipe and a vertical hole pipe cover.

[0007] The lower end of the vertical inspection hole pipe passes downward through the bottom of the tunnel ditch and is connected to the three-way pipe. The lower end of the vertical inspection hole pipe is connected to the horizontal drainage pipe through the three-way pipe.

[0008] The upper end of the tunnel ditch is detachably mounted with a ditch cover, and the upper end of the vertical inspection hole pipe is located between the upper side of the bottom of the tunnel ditch and the lower side of the ditch cover.

[0009] The upper end of the vertical inspection hole tube can be detachably mounted with the vertical hole tube cover.

[0010] In a possible implementation, an array of transverse pipe eyelets is provided on the upper portion of the transverse drain pipe.

[0011] In a possible implementation, the transverse drain pipe includes several sections.

[0012] Several sections of transverse drainage pipes are sealed and connected via transverse pipe socket joints.

[0013] In a possible implementation, a protective member is provided at the connection between the three-way pipe and the transverse drain pipe.

[0014] In a possible implementation, a first sealing member is provided at a connection between the vertical inspection hole pipe and the three-way pipe.

[0015] In a possible implementation, a second sealing member is provided at the junction between the vertical inspection hole pipe and the bottom of the tunnel ditch.

[0016] In a possible implementation, a third sealing member is provided at the connection between the vertical inspection hole tube and the vertical hole tube cover.

[0017] The utility model discloses a tunnel transverse drainage pipe structure with a vertical inspection hole pipe, which has the following advantages:

[0018] By setting up vertical inspection hole pipes in the tunnel side ditch, the vertical inspection hole pipes are connected to the horizontal drainage pipes through tee pipes. The length of the horizontal drainage pipe inspection and blockage unblocking is shortened without causing damage to the tunnel pavement, thereby improving the efficiency of the horizontal drainage pipe inspection and blockage unblocking and ensuring the normal traffic capacity of the tunnel during the inspection and unblocking period.

[0019] The upper part of the proposed transverse drainage pipe is provided with an array of transverse pipe eyelets, which improves the drainage effect.

[0020] The proposed transverse drainage pipe comprises a plurality of sections; the plurality of transverse drainage pipe sections are sealedly connected by transverse pipe socket joints, thereby improving the installation flexibility and direction adjustability of the transverse drainage pipe.

[0021] The connection between the proposed three-way pipe and the horizontal drainage pipe is provided with a protective piece, which improves the drainage filterability and anti-permeability.

[0022] The connection between the proposed vertical inspection hole pipe and the three-way pipe is sealed with a first sealing member, thereby improving the sealing performance of the vertical inspection hole pipe and the three-way pipe.

[0023] The proposed vertical inspection hole pipe and the bottom junction of the tunnel ditch are sealed with a second sealing member, thereby improving the sealing performance of the bottom junction of the vertical inspection hole pipe and the tunnel ditch.

[0024] The proposed connection between the vertical inspection hole tube and the vertical hole tube cover is provided with a third sealing member, thereby improving the sealing performance of the vertical inspection hole tube and the vertical hole tube cover. BRIEF DESCRIPTION OF THE DRAWINGS

[0025] In order to more clearly illustrate the embodiments of the utility model or the technical solutions in the prior art, the drawings required for use in the embodiments or the description of the prior art will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the utility model. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying creative work.

[0026] Figure 1 A schematic diagram of the structure in a tunnel of a tunnel transverse drainage pipe structure with a vertical inspection hole pipe provided in an embodiment of the utility model;

[0027] Figure 2 A schematic diagram of the structure of a horizontal drain pipe provided in an embodiment of the utility model;

[0028] Figure 3 A schematic diagram of the connection between a horizontal drainage pipe and a vertical inspection hole pipe provided in an embodiment of the utility model.

[0029] Description of reference numerals:

[0030] 1- horizontal drainage pipe, 2- vertical inspection hole pipe, 3- tee pipe, 4- vertical hole pipe cover, 5- tunnel ditch, 6- ditch cover, 11- horizontal pipe eyelet, 12- horizontal pipe socket joint, 31- protective parts. DETAILED DESCRIPTION

[0031] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0032] like Figure 1 , 2As shown in Figure 3, an embodiment of the utility model provides a tunnel transverse drainage pipe structure with a vertical inspection hole pipe, including: a transverse drainage pipe 1, a vertical inspection hole pipe 2, a three-way pipe 3 and a vertical hole pipe cover 4.

[0033] The lower end of the vertical inspection hole pipe 2 passes downward through the bottom of the tunnel ditch 5 and is connected to the tee pipe 3 . The lower end of the vertical inspection hole pipe 2 is connected to the horizontal drainage pipe 1 through the tee pipe 3 .

[0034] The upper end of the tunnel ditch 5 is detachably mounted with a ditch cover 6 , and the upper end of the vertical inspection hole pipe 2 is located between the upper side of the bottom of the tunnel ditch 5 and the lower side of the ditch cover 6 .

[0035] The upper end of the vertical inspection hole pipe 2 is detachably mounted with the vertical hole pipe cover 4 .

[0036] Exemplarily, an array of transverse pipe eyelets 11 is provided on the upper portion of the transverse drain pipe 1 .

[0037] Specifically, in this embodiment, the transverse pipe eyelets 11 are arranged in an array at the upper part of the transverse drainage pipe 1 in a manner of hole diameter of 6-8 mm and hole spacing of 10 cm.

[0038] Exemplarily, the transverse drain pipe 1 comprises several sections.

[0039] Several sections of transverse drainage pipes 1 are sealed and connected via transverse pipe socket joints 12 .

[0040] Specifically, in this embodiment, the overall installation process of a tunnel transverse drainage pipe structure with a vertical inspection hole pipe is as follows: first, the transverse drainage pipe 1 is segmented according to the position of the tunnel ditch 5, the transverse drainage pipe 1 that is not directly below the tunnel ditch 5 is sealed and connected through a transverse pipe socket joint 12, and the transverse drainage pipe 1 directly below the tunnel ditch 5 is connected to the main pipeline through the tee pipe 3; then, the lower end of the vertical inspection hole pipe 2 is passed downward through the bottom of the tunnel ditch 5 and connected to the branch pipeline of the tee pipe 3; finally, the vertical hole pipe cover 4 is detachably installed on the upper end of the vertical inspection hole pipe 2.

[0041] Specifically, in this embodiment, the inspection and unblocking process of a tunnel transverse drainage pipe structure with a vertical inspection hole pipe is as follows: first, remove the ditch cover 6 of the tunnel ditch 5, and then remove the vertical hole pipe cover 4 from the upper end of the vertical inspection hole pipe 2; inspect and unblock the transverse drainage pipe 1 through the vertical inspection hole pipe 2; after the inspection and unblocking is completed, first detachably install the vertical hole pipe cover 4 on the upper end of the vertical inspection hole pipe 2, and then restore the ditch cover 6 of the tunnel ditch 5 to its original position.

[0042] Exemplarily, a protective member 31 is provided at the connection between the tee pipe 3 and the transverse drain pipe 1 .

[0043] Specifically, in this embodiment, the protective member 31 is made of non-woven fabric, that is, the non-woven fabric is wrapped around the connection between the tee pipe 3 and the transverse drainage pipe 1, which has the effect of drainage filtration and anti-seepage. In other possible embodiments, the protective member 31 can also be made of geotextile or other components with drainage filtration and anti-seepage effects.

[0044] Exemplarily, a first sealing member is provided to seal the connection between the vertical inspection hole pipe 2 and the three-way pipe 3 .

[0045] Specifically, in this embodiment, the first sealing member is an elastic rubber ring, which is used to seal the connection between the vertical inspection hole pipe 2 and the tee pipe 3 to prevent water leakage or sediment leakage at the connection between the vertical inspection hole pipe 2 and the tee pipe 3.

[0046] Exemplarily, a second sealing member is provided at the bottom junction between the vertical inspection hole pipe 2 and the tunnel ditch 5 .

[0047] Specifically, in this embodiment, the second sealing member adopts an expansion water stop ring to prevent water seepage at the bottom junction of the vertical inspection hole pipe 2 and the tunnel ditch 5, thereby improving the sealing performance of the bottom junction of the vertical inspection hole pipe 2 and the tunnel ditch 5.

[0048] Exemplarily, a third sealing member is provided at the connection between the vertical inspection hole tube 2 and the vertical hole tube cover 4 .

[0049] Specifically, in this embodiment, the third sealing member is a rubber gasket, which is fixedly arranged on the top inner wall of the vertical hole tube cover 4. The vertical hole tube cover 4 is connected to the vertical inspection hole tube 2 by threads. As the threads are tightened, the rubber gasket is deformed so that the connection between the vertical inspection hole tube 2 and the vertical hole tube cover 4 is sealed.

[0050] The embodiment of the utility model arranges a vertical inspection hole pipe in the tunnel ditch, and the vertical inspection hole pipe is connected with the horizontal drainage pipe through a three-way pipe. The length of the horizontal drainage pipe inspection and blockage unblocking is shortened without causing damage to the tunnel pavement, the efficiency of the horizontal drainage pipe inspection and blockage unblocking is improved, and the normal traffic capacity of the tunnel during the inspection and unblocking period is guaranteed.

[0051] The upper part of the proposed transverse drainage pipe is provided with an array of transverse pipe eyelets, which improves the drainage effect.

[0052] The proposed transverse drainage pipe comprises a plurality of sections; the plurality of transverse drainage pipe sections are sealedly connected by transverse pipe socket joints, thereby improving the installation flexibility and direction adjustability of the transverse drainage pipe.

[0053] The connection between the proposed three-way pipe and the horizontal drainage pipe is provided with a protective piece, which improves the drainage filterability and anti-permeability.

[0054] The connection between the proposed vertical inspection hole pipe and the three-way pipe is sealed with a first sealing member, thereby improving the sealing performance of the vertical inspection hole pipe and the three-way pipe.

[0055] The proposed vertical inspection hole pipe and the bottom junction of the tunnel ditch are sealed with a second sealing member, thereby improving the sealing performance of the bottom junction of the vertical inspection hole pipe and the tunnel ditch.

[0056] The proposed connection between the vertical inspection hole tube and the vertical hole tube cover is provided with a third sealing member, thereby improving the sealing performance of the vertical inspection hole tube and the vertical hole tube cover.

[0057] Although the preferred embodiments of the present invention have been described, those skilled in the art may make other changes and modifications to these embodiments once they have learned the basic creative concept. Therefore, the appended claims are intended to be interpreted as including the preferred embodiments and all changes and modifications falling within the scope of the present invention.

[0058] Obviously, those skilled in the art can make various changes and modifications to the present invention without departing from the spirit and scope of the present invention. Thus, if these modifications and variations of the present invention fall within the scope of the claims of the present invention and their equivalents, the present invention is also intended to include these modifications and variations.

Claims

1. A tunnel transverse drainage pipe structure with a vertical inspection hole pipe, characterized in that: include: Horizontal drain pipes, vertical inspection hole pipes, tees and vertical hole pipe covers; The lower end of the vertical inspection hole pipe passes downward through the bottom of the tunnel ditch and is connected to the tee pipe, and the lower end of the vertical inspection hole pipe is connected to the horizontal drainage pipe through the tee pipe; The upper end of the tunnel ditch is detachably provided with a ditch cover, and the upper end of the vertical inspection hole pipe is located between the upper side of the bottom of the tunnel ditch and the lower side of the ditch cover; The upper end of the vertical inspection hole tube can be detachably mounted with the vertical hole tube cover.

2. A tunnel transverse drainage pipe structure with a vertical inspection hole pipe according to claim 1, characterized in that: An array of transverse pipe eyelets is arranged on the upper portion of the transverse drain pipe.

3. A tunnel transverse drainage pipe structure with a vertical inspection hole pipe according to claim 1, characterized in that: The transverse drain pipe comprises a plurality of sections; Several sections of transverse drainage pipes are sealed and connected via transverse pipe socket joints.

4. A tunnel transverse drainage pipe structure with a vertical inspection hole pipe according to claim 1, characterized in that: A protective piece is provided at the connection between the three-way pipe and the transverse drainage pipe.

5. The tunnel transverse drainage pipe structure with a vertical inspection hole pipe according to claim 1, characterized in that: A first sealing member is provided for sealing the connection between the vertical inspection hole pipe and the three-way pipe.

6. A tunnel transverse drainage pipe structure with a vertical inspection hole pipe according to claim 1, characterized in that: A second sealing member is provided at the bottom junction of the vertical inspection hole pipe and the tunnel ditch.

7. A tunnel transverse drainage pipe structure with a vertical inspection hole pipe according to claim 1, characterized in that: A third sealing member is provided at the connection between the vertical inspection hole tube and the vertical hole tube cover.

Citation Information

Patent Citations

  • Road tunnel transverse and longitudinal drainage blind pipe inspection device

    CN213510736U