Tube well structure used for being in grouting connection with pipeline

By setting overflow and injection ports at the pipe interface and using sealing strips and removable sealing caps, the problem of insufficient tightness in the connection between precast manholes and pipes was solved, achieving higher connection quality and better leak-proof performance.

CN224016369UActive Publication Date: 2026-03-20CHINA CONSTR EIGHTH ENG BUREAU TECH CONSTR CO LTD
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Patent Information

Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-03-26
Publication Date
2026-03-20

AI Technical Summary

Technical Problem

In existing technologies, the connection between prefabricated manholes and pipelines is not tight enough, which can lead to quality problems such as water leakage at the joints.

Method used

An overflow port is set at the top of the pipe interface and a grouting port is set at the bottom. Grout is injected through the grouting port until it overflows from the overflow port, and then the injection and overflow ports are sealed with sealing strips and removable sealing caps.

Benefits of technology

This improved the connection quality between the pipe and the well, increased the density of the grouting, and prevented leakage.

✦ Generated by Eureka AI based on patent content.

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Abstract

A tube well structure used for being in grouting connection with a pipeline comprises a tube well body. A pipe; at least one pipeline connector is fixed to the outer wall of the tube well body and extends outwards, the pipeline connectors are in a pipeline shape and communicate with the interior of the tube well body, the inner diameter of each pipeline connector is larger than the outer diameter of the corresponding pipeline, and a grouting space is formed between the inner diameter of each pipeline connector and the outer diameter of the corresponding pipeline; the grout overflowing opening is formed in the pipe wall of the top of the pipeline connector, the grouting opening is formed in the pipe wall of the bottom of the pipeline connector, and the grout overflowing opening and the grouting opening both communicate with the grouting space; and the sealing strips block the two sides of the grouting space so as to ensure that the mortar pouring space is communicated with the outside only through the grouting opening and the mortar overflowing opening. According to the utility model, the grout overflow port is arranged at the top of the pipeline interface, and the grouting port is arranged at the bottom of the pipeline interface, so that grout is injected from the grouting port during grouting, and grouting is stopped until grout overflows from the grout overflow port, the grouting compactness can be enhanced, and the connection quality between the pipeline shaft and the pipeline is improved.
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Description

TECHNICAL FIELD

[0001] The utility model relates to the field of building construction, concretely relates to a pipe well structure for connecting with pipe grouting. BACKGROUND

[0002] In outdoor municipal engineering, the prefabricated pipe well is a common structure, and the prefabricated pipe well is generally directly connected with the pipe at the interface by smearing mortar, but the connection density is insufficient by using the method, and since the pipe is generally buried underground, the mortar is not compacted, which can easily cause quality problems such as water leakage at the interface. SUMMARY

[0003] The utility model relates to a pipe well structure for connecting with pipe grouting, set up overflow mouth on the top of pipe interface, set up grouting mouth on the bottom, inject from grouting mouth when grouting, stop grouting until slurry overflows in overflow mouth, can guarantee the density of grouting.

[0004] The utility model relates to a pipe well structure for connecting with pipe grouting, set up overflow mouth on the top of pipe interface, set up grouting mouth on the bottom, inject from grouting mouth when grouting, stop grouting until slurry overflows in overflow mouth, can guarantee the density of grouting.

[0005] The utility model further improves that detachable sealing cover is arranged at grouting mouth and overflow mouth.

[0006] The utility model further improves that the pipe well body and the pipe interface are all concrete materials.

[0007] The utility model can enhance the density of grouting by setting up overflow mouth on the top of pipe interface and grouting mouth on the bottom, injecting from grouting mouth when grouting, stopping grouting until slurry overflows in overflow mouth, improve the connection quality between pipe well and pipe. BRIEF DESCRIPTION OF DRAWINGS

[0008] Figure 1 It is the main view of the pipe well body of the utility model;

[0009] Figure 2 It is the side view of the pipe well body of the utility model;

[0010] Figure 3 It is the top view of the pipe well body of the utility model;

[0011] Figure 4 It is the sectional view of the pipe well body of the utility model;

[0012] Figure 5 It is Figure 4 The local enlarged view at a in the middle;

[0013] Figure 6 It is the sectional view when the pipe well is connected with the pipe of the utility model;

[0014] Figure 7 It is Figure 6 The local enlarged view at b in the middle;

[0015] Figure 8 It is the schematic view when the pipe is put into the pipe opening;

[0016] Figure 9 It is the schematic view when the sealing strip is inserted;

[0017] Figure 10 It is the schematic view when the grouting material is injected;

[0018] Figure 11 It is the schematic view after grouting;

[0019] In the drawing: 1, pipe well body; 2, pipe interface; 3 pipe; 4, overflow port; 5, grouting port; 6, sealing strip; 7, grouting material; 8, sealing cover. DETAILED DESCRIPTION

[0020] As Figures 1-11 shown, a pipe well structure for grouting connection with a pipe, comprising: a pipe well body 1; a pipe 3; a pipe interface 2 for connecting the pipe 3, at least one pipe interface 2 is fixed on the outer wall of the pipe well body 1 and extends to the outside, the pipe interface 2 is in the shape of a pipe and is connected with the inside of the pipe well body 1, the inner diameter of the pipe interface 2 is greater than the outer diameter of the pipe 3, and a grouting space is formed between the inner diameter of the pipe interface 2 and the outer diameter of the pipe 3; an overflow port 4 opened on the top pipe wall of the pipe interface 2, a grouting port 5 opened on the bottom pipe wall of the pipe interface 2, the overflow port 4 and the grouting port 5 are both connected with the grouting space; a sealing strip 6, the sealing strip 6 is blocked on both sides of the grouting space to ensure that the mortar pouring space is only connected with the outside through the grouting port 5 and the overflow port 4.

[0021] Preferably, in the embodiment, the pipe interface 2 has two, and the two pipe interfaces 2 are symmetrically opened on both sides of the pipe well body 1 in the direction perpendicular to the pipe well body 1.

[0022] Preferably, in the embodiment, the grouting material 7 adopts micro-expansion grouting material.

[0023] AsFigure 7 、 Figure 11 As shown in the drawings, the grouting port 5 and the overflow port 4 are provided with detachable sealing covers 8.

[0024] Preferably, in the embodiment, the pipe well body 1 and the pipe interface 2 are both made of concrete.

[0025] In the construction of the embodiment, as shown in the drawings, the construction includes the following steps: Figures 8-11

[0026] Firstly, the pipe 3 is sleeved into the pipe interface 2, and the annular grouting space is formed between the pipe 3 and the pipe interface 2.

[0027] Secondly, the sealing strips 6 are arranged on the two side edges of the grouting space to seal the two sides of the grouting space.

[0028] Thirdly, the grout 7 is injected into the grouting space through the bottom grouting port 5, and the grouting space is filled with the grout 7 until the grout 7 overflows from the top overflow port 4.

[0029] Fourthly, the sealing covers 8 are covered on the grouting port 5 and the overflow port 4 to prevent the grout 7 in the grouting space from flowing out, and the connection between the pipe 3 and the pipe well 1 is completed.

[0030] Finally, it should be pointed out that the above is only the preferred embodiment of the utility model, and is not used to limit the utility model, although the utility model has been described in detail with reference to the foregoing embodiments, for those skilled in the art, the technical solutions recorded in the foregoing embodiments can still be modified, or some technical features can be replaced equivalently, and any modification, equivalent replacement, improvement, etc. within the spirit and principles of the utility model should be included in the protection scope of the utility model.​

Claims

1. A manhole structure for connection with pipeline grouting, characterized in that, include: The well body; the pipe; the pipe interface for connecting the pipe, at least one of the pipe interfaces is fixed to the outer wall of the well body and extends outward, the pipe interface is pipe-shaped and communicates with the interior of the well body, the inner diameter of the pipe interface is larger than the outer diameter of the pipe, and a grouting space is formed between the inner diameter of the pipe interface and the outer diameter of the pipe; an overflow port on the top wall of the pipe interface and a grouting port on the bottom wall of the pipe interface, both the overflow port and the grouting port are connected to the grouting space; a sealing strip, the sealing strip is sealed on both sides of the grouting space to ensure that the mortar pouring space is connected to the outside only through the grouting port and the overflow port.

2. The manhole structure for connection with pipeline grouting as described in claim 1, characterized in that, Both the grouting port and the overflow port are equipped with removable sealing caps.

3. The manhole structure for connection with pipeline grouting as described in claim 1, characterized in that, Both the main body of the well and the pipe interface are made of concrete.