Grouting liquid pipeline transportation serving device
Patent Information
- Application Number
- CN202522176737.5
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2025-10-15
- Publication Date
- 2026-09-04
- Estimated Expiration
- 2035-10-15
AI Technical Summary
同步注浆是A液和B液混合物,A液和B液分别为水泥浆和水玻璃;为保证掘进过程中A液的供给,现场采用管路泵送的方式进行输送A液,A液通过管路运输时,随着管路延伸的距离越来越长,A液中的水泥成分也会产生挂壁现象,随着时间的积累,易造成管路的堵塞,不仅影响盾构掘进,后期还需要大量人力物力清洁管路
与现有技术相比,本实用新型在注浆管道一端设置竖管,作为发球装置,设置球阀及密封盖双重密封保障,可快速填装管道清洁球,通过输送泵泵送水泥浆,挤压管道清洁球,高效清理管道沉积物,确保水泥浆输送效率,同时设置回收装置,可回收管道清洁球及大颗粒沉积物,使用方便,操作简单,有效降低了管道堵塞问题。
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Figure CN224712650U_ABST
Abstract
Description
Technical Field
[0001] This utility model relates to the field of grouting pipeline cleaning technology, and in particular to a grouting fluid pipeline transportation and launching device. Background Technology
[0002] During tunnel boring machine (TBM) excavation, gaps appear between the tunnel segments and the soil as the TBM advances, requiring simultaneous grouting to fill these gaps. Simultaneous grouting involves a mixture of liquid A and liquid B, which are cement slurry and water glass, respectively. To ensure a continuous supply of liquid A during excavation, it is pumped via pipeline. However, as the pipeline extends further, the cement component in the liquid A tends to adhere to the pipe walls, potentially causing blockages over time. This not only hinders TBM progress but also necessitates significant manpower and resources for subsequent pipeline cleaning.
[0003] In existing technologies, pipe cleaning balls are used to clean pipes, but filling and recycling these balls is inconvenient and affects the efficiency of synchronous grouting in tunnel boring machines. Utility Model Content
[0004] The purpose of this invention is to address the shortcomings of existing technologies by proposing a grouting fluid pipeline transportation and launching device.
[0005] To achieve the above objectives, the present invention adopts the following technical solution: A grouting fluid pipeline transportation and launching device includes a grouting pipeline and a flow meter. The inlet end of the grouting pipeline is connected to a vertical pipe. A connecting flange corresponding to the flow meter is provided on one side of the upper part of the vertical pipe. A ball valve is provided at the top of the vertical pipe. A launching port is provided at the top of the ball valve. A sealing cap is provided on the launching port. A recovery device is provided at the outlet end of the grouting pipeline. The recovery device includes an interception net, an inspection cover, and a spherical shell. A slag discharge valve is connected to the lower side of the spherical shell. The interception net is set at the grouting outlet of the spherical shell.
[0006] Preferably, the vertical pipe includes a thick pipe and a thin pipe, the thick pipe is located above the thin pipe, and the inner diameter of the thick pipe is larger than the inner diameter of the thin pipe; the inner diameter of the ball valve channel is equal to the inner diameter of the thick pipe, and the thin pipe is equal in diameter to the grouting pipe.
[0007] Preferably, one side of the flow meter is connected to a delivery pump, and the flow meter is connected to the upper part of the thick pipe.
[0008] Preferably, one end of the grouting pipe is connected to the lower end of the thin pipe, and the other end of the grouting pipe is connected to the spherical shell.
[0009] Preferably, the inspection cover is detachably mounted on the upper side of the spherical shell, the inspection cover is provided with a quick-release cover, and a tamping rod is provided on the lower side of the quick-release cover.
[0010] Preferably, the tamping rod is vertically disposed in the middle of the inner side of the spherical shell, and the lower end of the tamping rod extends to above the slag discharge valve.
[0011] The beneficial effects of this utility model are as follows: Compared with the prior art, this utility model sets a vertical pipe at one end of the grouting pipe as a ball launching device, and sets up a ball valve and a sealing cap for double sealing protection. It can quickly fill the pipe cleaning ball, pump cement slurry through a delivery pump, squeeze the pipe cleaning ball, and efficiently clean the pipe deposits, ensuring the cement slurry delivery efficiency. At the same time, a recycling device is set up to recover the pipe cleaning ball and large particles of deposits. It is convenient to use, simple to operate, and effectively reduces the problem of pipe blockage. Attached Figure Description
[0012] Figure 1 This is a three-dimensional structural schematic diagram of a grouting fluid pipeline transportation and launching device proposed in this utility model; Figure 2 This is a front sectional view of the grouting fluid pipeline transportation and launching device proposed in this utility model.
[0013] In the diagram: 1. Sealing cap; 2. Ball valve; 3. Flow meter; 4. Vertical pipe; 41. Thick pipe; 42. Thin pipe; 5. Grouting pipe; 6. Recovery device; 61. Quick-release cap; 62. Interception net; 63. Inspection cap; 64. Spherical shell; 65. Tamping rod; 7. Slag discharge valve. Detailed Implementation
[0014] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. The following description of at least one exemplary embodiment is merely illustrative and is in no way intended to limit the present utility model or its application or use. All other embodiments obtained by those skilled in the art based on the embodiments of the present utility model without creative effort are within the scope of protection of the present utility model.
[0015] Reference Figure 1-2 A grouting fluid pipeline transportation ball launching device includes a pipeline cleaning ball, a grouting pipeline 5 and a flow meter 3. The pipeline cleaning ball is pushed by external force, such as compressed air, liquid pressure or mechanical traction, to move in the grouting pipeline 5 and clean the deposits in the pipeline. The pipeline cleaning ball is usually made of corrosion-resistant and highly elastic material. One side of the flow meter 3 is connected to a delivery pump, which is connected to an A liquid storage tank for pumping A liquid, i.e. cement slurry. The inlet end of the grouting pipe 5 is connected to a vertically installed vertical pipe 4. The vertical pipe 4 includes a thick pipe 41 and a thin pipe 42. The thick pipe 41 is located on the upper side of the thin pipe 42. The thin pipe 42 has the same diameter as the grouting pipe 5. The inner diameter of the thick pipe 41 is larger than the inner diameter of the thin pipe 42. The diameter of the pipe cleaning ball is between the inner diameter of the thick pipe 41 and the inner diameter of the thin pipe 42. The pipe cleaning ball is clearance-fitted with the thick pipe 41 and interference-fitted with the thin pipe 42. A connecting flange corresponding to the flow meter 3 is provided on one side of the upper part of the vertical pipe 4. The flow meter 3 is connected to the upper part of the thick pipe 41 through the connecting flange. A ball valve 2 is provided at the top of the vertical pipe 4. The inner diameter of the ball valve 2 channel is equal to the inner diameter of the thick pipe 41 to facilitate the passage of the pipe cleaning ball. A ball launching port is provided at the top of the ball valve 2 for inserting the pipe cleaning ball. When the delivery pump works, the pipe cleaning ball is launched with the help of liquid pressure. During the advance of the pipeline, the sediment in the pipeline is cleaned. A sealing cover 1 is provided on the launching port. A cavity is reserved between the sealing cover 1 and the ball valve 2 for temporarily storing the pipe cleaning ball. The sealing cover 1 combined with the ball valve 2 provides double protection to prevent cement slurry from overflowing. A recovery device 6 is provided at the outlet end of the grouting pipe 5 for recovering the pipe cleaning ball. The recovery device 6 includes an interception net 62, an inspection cover 63, and a spherical shell 64. One end of the grouting pipe 5 is connected to the lower end of the thin pipe 42, and the other end of the grouting pipe 5 is connected to the spherical shell 64 to realize the flow of cement slurry. The interception net 62 is set at the grouting outlet of the spherical shell 64. A slag discharge valve 7 is connected to the lower side of the spherical shell 64. The slag discharge valve 7 is used to discharge sediment fragments and mud, and at the same time recover the pipe cleaning ball. The inspection cover 63 is detachably mounted on the upper side of the spherical shell 64. The inspection cover 63 is equipped with a quick-release cover 61. A tamping rod 65 is mounted on the lower side of the quick-release cover 61. The tamping rod 65 is vertically mounted in the middle of the inner side of the spherical shell 64. The lower end of the tamping rod 65 extends to the top of the slag discharge valve 7. The intercepting net 62 and the tamping rod 65 are used to intercept the cleaned sediment and pipeline cleaning balls. At the same time, the tamping rod 65 can be used to clean the sediment and debris accumulated inside the spherical shell 64.
[0016] In this embodiment, after the grouting pipe 5 has been working for a period of time, it is cleaned regularly. The delivery pump is turned off or its power is reduced to decrease the cement slurry flow. The sealing cap 1 is opened, and a pipe cleaning ball is inserted into the launching port. The sealing cap 1 is closed, and the ball valve 2 is opened. The pipe cleaning ball passes through the ball valve 2 and falls into the coarse pipe 41, blocking the thin pipe 42. The ball valve 2 is closed, and the delivery pump pumps cement slurry to squeeze the pipe cleaning ball into the thin pipe 42. With the help of liquid pressure, the pipe cleaning ball is launched. As the cleaning ball moves forward in the pipeline, it cleans the deposits in the pipeline. The intercepting net 62 and the tamping rod 65 block the outlet end of the grouting pipe 5, preventing large particles of sediment and pipe cleaning balls from passing through. A recovery pipe is connected to the lower side of the slag discharge valve 7, or a mud container is placed to recover the sediment and pipe cleaning balls, avoiding environmental pollution and increased cleaning costs. The slag discharge valve 7 is opened to discharge the sediment, and the tamping rod 65 is used to assist in cleaning the mud and recovering the pipe cleaning balls. After cleaning is completed, the slag discharge valve 7 is closed, the normal power of the delivery pump is restored, and grouting continues.
[0017] The above description is only a preferred embodiment of the present utility model, but the protection scope of the present utility model is not limited thereto. Any equivalent substitutions or changes made by those skilled in the art within the technical scope disclosed in the present utility model, based on the technical solution and the inventive concept of the present utility model, should be included within the protection scope of the present utility model.
[0018] It should be noted that the terminology used herein is for the purpose of describing particular embodiments only and is not intended to limit the exemplary embodiments according to this application. As used herein, the singular form is intended to include the plural form as well, unless the context clearly indicates otherwise. Furthermore, it should be understood that when the terms "comprising" and / or "including" are used in this specification, they indicate the presence of features, steps, operations, devices, components, and / or combinations thereof.
[0019] Unless otherwise specifically stated, the relative arrangement, numerical expressions, and values of the components and steps described in these embodiments do not limit the scope of this invention. It should also be understood that, for ease of description, the dimensions of the various parts shown in the drawings are not drawn to actual scale. Techniques, methods, and devices known to those skilled in the art may not be discussed in detail, but where appropriate, such techniques, methods, and devices should be considered part of the specification. In all examples shown and discussed herein, any specific values should be interpreted as merely exemplary and not as limitations. Therefore, other examples of exemplary embodiments may have different values. It should be noted that similar reference numerals and letters in the following drawings denote similar items; therefore, once an item is defined in one drawing, it need not be further discussed in subsequent drawings.
Claims
1. A grouting fluid pipeline transport and launching device, comprising a grouting pipeline (5) and a flow meter (3), characterized in that, The inlet end of the grouting pipe (5) is connected to a vertical pipe (4). A connecting flange corresponding to the flow meter (3) is provided on one side of the upper part of the vertical pipe (4). A ball valve (2) is provided at the top of the vertical pipe (4). A ball launching port is provided at the top of the ball valve (2). A sealing cap (1) is provided on the ball launching port. The outlet end of the grouting pipe (5) is provided with a recovery device (6). The recovery device (6) includes an interception net (62), an inspection cover (63) and a spherical shell (64). The lower side of the spherical shell (64) is connected to a slag discharge valve (7). The interception net (62) is set at the grouting outlet of the spherical shell (64).
2. The grouting fluid pipeline transport and launching device according to claim 1, characterized in that, The vertical tube (4) includes a thick tube (41) and a thin tube (42). The thick tube (41) is located on the upper side of the thin tube (42), and the inner diameter of the thick tube (41) is larger than the inner diameter of the thin tube (42). The inner diameter of the ball valve (2) is equal to the inner diameter of the thick pipe (41), and the thin pipe (42) is equal to the diameter of the grouting pipe (5).
3. The grouting fluid pipeline transport and launching device according to claim 2, characterized in that, The flow meter (3) is connected to the delivery pump on one side, and the flow meter (3) is connected to the upper part of the thick pipe (41).
4. The grouting fluid pipeline transportation and launching device according to claim 3, characterized in that, One end of the grouting pipe (5) is connected to the lower end of the thin pipe (42), and the other end of the grouting pipe (5) is connected to the spherical shell (64).
5. The grouting fluid pipeline transport and launching device according to claim 1, characterized in that, The inspection cover (63) is detachably mounted on the upper side of the spherical shell (64). The inspection cover (63) is provided with a quick-release cover (61), and a tamping rod (65) is provided on the lower side of the quick-release cover (61).
6. The grouting fluid pipeline transport and launching device according to claim 5, characterized in that, The tamping rod (65) is vertically arranged in the middle of the inner side of the spherical shell (64), and the lower end of the tamping rod (65) extends to the top of the slag discharge valve (7).