Pumping, draining and transferring system for sodium silicate stock solution in tunnel
By designing the water glass stock liquid extraction and transportation system in the tunnel, the problem of insufficient supply of water glass stock liquid during grouting of the contact channel is solved, and the timely supply of water glass stock liquid and construction safety is achieved, and construction efficiency is improved.
Patent Information
- Application Number
- CN202421218267.3
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-05-30
- Publication Date
- 2024-12-31
- Estimated Expiration
- 2034-05-30
AI Technical Summary
In urban rail transit construction, the construction of the contact channel melting and grouting at the same time as the track laying process results in the inability to supply water glass stock liquid in time, and the transportation costs are high, the time is uncertain, and there are safety hazards and narrow space.
Design a pumping and drainage and transport system for water glass stock liquid in the tunnel, connecting it with a self-priming pump through a ground placement bucket, and transmit the water glass stock liquid to the shield tunnel and store it in the contact channel to provide power for melting and grouting. Simplify the architecture and ensure timely supply.
It realizes the timely supply of water glass stock liquid, avoids tunnel settlement, reduces transportation costs and time, ensures construction safety, and improves construction progress.
Smart Images

Figure CN222276681U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of tunnel construction, in particular to a pumping and transporting system for water glass stock solution in a tunnel. Background Art
[0002] With the rapid development of urban rail transit, more and more new urban rail lines are being built. During the construction of shield sections on soft soil foundations, the connecting channel is constructed using the freezing method. After the construction of the connecting channel structure is completed, melting and grouting are required. In the period of tight construction period and heavy tasks, in order to speed up the overall construction progress and ensure the opening node, the connecting channel of the shield section is often handed over to the track laying unit after the construction is completed. The melting and grouting of the connecting channel is constructed at the same time as the track laying. During the melting and grouting operation, the melting and grouting operation surface is narrow, and only the cable trough covers on both sides can be used to store construction machinery and a small amount of materials. Cement, water glass and construction machinery need to be transported to the site by rail vehicles. The transportation cost is expensive and the transportation time is difficult to determine. The narrow space on site is mainly used to stack cement and grouting equipment, and water glass concentrate cannot be stored. In addition, there are safety hazards due to its proximity to the track. Utility Model Content
[0003] In view of the above problems in the prior art, the utility model provides a pumping and transporting system for water glass concentrate in a tunnel, which solves the problem that during the existing urban rail construction, the melting and sinking grouting of the connecting channel is constructed at the same time as the track laying, resulting in the inability to supply the water glass concentrate in time.
[0004] In order to achieve the above purpose, the technical solution adopted by the utility model is as follows:
[0005] Provided is a pumping and transporting system for using water glass raw liquid in a tunnel, comprising a plurality of storage barrels for storing water glass raw liquid placed on the ground and a self-priming pump, wherein a water inlet end of the self-priming pump is respectively connected with the plurality of storage barrels through a first connecting pipe, a water outlet end of the self-priming pump is connected with one end of a second connecting pipe, the other end of the second connecting pipe passes through the surface layer and is connected with a third connecting pipe in a shield tunnel, and the third connecting pipe is connected with a storage barrel in a communication channel.
[0006] The utility model places the water glass stock solution in a placement barrel, thereby providing power through a self-priming pump, and pumping the water glass stock solution into the shield tunnel through a pipeline, and then transmitting it to a storage barrel in a communication channel for storage, so as to be used for melt-sinking grouting. The water glass stock solution can be pumped out as needed, and the structure is simple, thereby ensuring the timely supply of the water glass stock solution, carrying out the melt-sinking grouting operation in time, and avoiding tunnel settlement.
[0007] Furthermore, a conical portion is provided at the bottom of the bucket, a water outlet is provided at the bottom of the conical portion, and the water outlet is communicated with the first connecting pipe.
[0008] Furthermore, the water outlet is connected to the first connecting pipe through a first connecting branch pipe, and a first valve is provided on the first connecting branch pipe.
[0009] Furthermore, a support frame is provided at the bottom of the bucket, a support ring is provided on the upper surface of the support frame, and a support plate is provided inside the support frame; the support plate is a conical plate that fits the conical portion, and the water outlet of the conical portion is exposed at the bottom of the conical plate.
[0010] Furthermore, the water inlet of the storage barrel is connected to the third connecting pipe through the second connecting branch pipe, and the second connecting branch pipe is provided with a second valve.
[0011] Furthermore, a booster pump is provided on the third connecting pipe.
[0012] Furthermore, a groove is provided at the bottom of the shield tunnel near one side of the communication channel, and the third connecting pipe is placed in the groove through a fixing assembly.
[0013] Furthermore, the fixing assembly includes a fixing plate installed on the inner wall of the groove close to the communication channel, the fixing plate is installed on the edge of the groove, the third connecting pipe is clamped on the fixing plate through a limiting plate, and the fixing plate is movably connected to the limiting plate.
[0014] The utility model discloses a pumping and transporting system for water glass stock solution in a tunnel, and its beneficial effects are:
[0015] The utility model places the water glass stock solution in a placement barrel, thereby providing power through a self-priming pump, and pumping the water glass stock solution into the shield tunnel through a pipeline, and then transmitting it to a storage barrel in a communication channel for storage, so as to be used for melt-sinking grouting. The water glass stock solution can be pumped out as needed, and the structure is simple, thereby ensuring the timely supply of the water glass stock solution, and carrying out the melt-sinking grouting operation in time to avoid tunnel settlement, and effectively solving the problems of narrow tunnel space, inability to store, too close to the track, difficult to ensure safety, high transportation cost and uncertain transportation time, etc., thereby ensuring construction safety and accelerating construction progress. BRIEF DESCRIPTION OF THE DRAWINGS
[0016] Figure 1 The utility model is a structural schematic diagram of a pumping and transporting system for water glass raw liquid in a tunnel.
[0017] Figure 2 This is a structural schematic diagram from another angle of a pumping and transporting system for water glass concentrate in a tunnel according to the utility model.
[0018] Figure 3 It is a structural schematic diagram of the placement barrel of the utility model.
[0019] Figure 4 It is a schematic diagram of the connection structure of the first connecting pipe of the utility model.
[0020] Figure 5 It is a schematic diagram of the connection structure of the third connecting pipe of the utility model.
[0021] Figure 6 For the utility model Figure 2 Schematic diagram of the structure at A in the middle.
[0022] Among them, 1. ground; 11. surface layer; 2. placement barrel; 21. conical part; 22. water outlet; 23. support frame; 24. support ring; 25. support plate; 3. self-priming pump; 4. first connecting pipe; 41. first connecting branch pipe; 42. first valve; 5. second connecting pipe; 6. shield tunnel; 61. groove; 7. third connecting pipe; 71. second connecting branch pipe; 72. second valve; 73. booster pump; 8. communication channel; 9. storage barrel; 10. fixing component; 101. fixing plate; 102. limit plate. DETAILED DESCRIPTION
[0023] The specific implementation modes of the present invention are described to facilitate the understanding of the present invention by those skilled in the art. However, it should be clear that the present invention is not limited to the scope of the specific implementation modes. For those skilled in the art, as long as various changes are within the spirit and scope of the present invention as defined and determined by the attached claims, these changes are obvious, and all utility model creations utilizing the concept of the present invention are protected.
[0024] Example 1
[0025] refer to Figure 1 and Figure 2 , which is a structural schematic diagram of a pumping and transporting system for water glass concentrate in a tunnel according to this embodiment. Its purpose is to solve the problem that during the existing urban rail construction, the melting and sinking grouting of the connecting channel is carried out simultaneously with the track laying, resulting in the inability to supply the water glass concentrate in time. The specific structure of this embodiment will be described in detail below.
[0026] A pumping and transporting system for water glass raw liquid in a tunnel comprises a plurality of storage barrels 2 for storing water glass raw liquid placed on the ground 1 and a self-priming pump 3.
[0027] Specifically, the water inlet end of the self-priming pump 3 is connected to multiple placement barrels 2 through the first connecting pipe 4, the water outlet end of the self-priming pump 3 is connected to one end of the second connecting pipe 5, the other end of the second connecting pipe 5 passes through the surface layer 11 and is connected to the third connecting pipe 7 in the shield tunnel 6, and the third connecting pipe 7 is connected to the storage barrel 9 in the communication channel 8.
[0028] In this embodiment, when the utility model is in use, the water glass stock solution to be used is placed in multiple placement barrels 2, and the multiple placement barrels 2 are placed on the ground 1. There is no need to transfer the placement barrels 2, thereby eliminating the rail car transportation time and transportation costs. Furthermore, the multiple placement barrels 2 are connected to the self-priming pump 3 through the first connecting pipe 4. At the same time, the second connecting pipe 5 passes through the reserved hole in the surface layer 11 to connect the self-priming pump 3 and the third connecting pipe 7 in the shield tunnel 6, so that the self-priming pump 3 provides power, and the water glass stock solution is pumped into the shield tunnel 6 through the first connecting pipe 4, the second connecting pipe 5 and the third connecting pipe 7, and then transmitted to the storage barrel 9 in the communication channel 8 for storage for use in melt-sinking grouting. It can be pumped as needed, and the structure is simple, thereby ensuring the timely supply of water glass stock solution, timely carrying out melt-sinking grouting operations, avoiding tunnel settlement, and effectively solving the problems of narrow tunnel space, inability to store, too close to the track, difficult to ensure safety, high transportation costs and uncertain transportation time, ensuring construction safety and accelerating construction progress.
[0029] The first connecting pipe 4, the second connecting pipe 5 and the third connecting pipe 7 are all made of PE pipes, and the self-priming pump 3 is an existing corrosion-resistant horizontal self-priming pump, whose specific model is JKB-F-50052.
[0030] Example 2
[0031] refer to Figure 1-Figure 4 , which is a structural schematic diagram of a pumping and transporting system for using water glass stock solution in a tunnel of this embodiment, is intended to solve the problem that during the existing urban rail construction, the melting and sinking grouting of the connecting channel is constructed at the same time as the track laying, resulting in the inability to supply the water glass stock solution in time. Based on Example 1, this embodiment provides a further solution for placing the bucket 2. The specific structure of the placing bucket 2 in this embodiment will be described in detail below.
[0032] A conical portion 21 is disposed at the bottom of the placement barrel 2 , and a water outlet 22 is disposed at the bottom of the conical portion 21 . The water outlet 22 is communicated with the first connecting pipe 4 .
[0033] Specifically, a support frame 23 is provided at the bottom of the barrel 2, a support ring 24 is provided on the upper surface of the support frame 23, a support plate 25 is provided inside the support frame 23, the support plate 25 is a conical plate that fits with the conical portion 21, and the water outlet 22 of the conical portion 21 is exposed at the bottom of the conical plate.
[0034] In this embodiment, the number of placement buckets 2 can be set according to actual project needs. A conical portion 21 is provided at the bottom of the placement bucket 2, and a water outlet 22 is provided at the bottom of the conical portion 21, so that all the water glass raw liquid in the placement bucket 2 can be easily extracted through the conical portion 21.
[0035] At the same time, a support frame 23 is arranged at the bottom of the placement bucket 2. The support frame 23 is a rectangular frame. A support ring 24 matching the shape of the placement bucket 2 is arranged on the upper surface of the rectangular frame. A support plate 25 is arranged below the support ring 24. The support plate 25 is a conical plate matching the conical portion 21. The bottom of the placement bucket 2 is embedded in the support ring 24 of the support frame 23. The conical portion 21 of the placement bucket 2 is supported by the support plate 25, and the water outlet 22 of the conical portion 21 is exposed at the bottom of the conical support plate 25.
[0036] On the one hand, the support frame 23 can ensure a distance between the bottom of the placement bucket 2 and the ground 1, thereby facilitating the extraction of water glass concentrate from the bottom of the placement bucket 2. On the other hand, the support frame 23 can be used to fix and support the placement bucket 2.
[0037] Specifically, the water outlet 22 is connected to the first connecting pipe 4 through a first connecting branch pipe 41 , and a first valve 42 is provided on the first connecting branch pipe 41 .
[0038] In this embodiment, one end of the first connecting branch pipe 41 is connected to the water outlet 22 of the placement bucket 2 through a right-angle joint or an elbow, and the other end of the first connecting branch pipe 41 is connected to the first connecting pipe 4 through a three-way joint. The first connecting branch pipe 41 located at the end of the first connecting pipe 4 is connected to the first connecting pipe 4 through a right-angle joint or an elbow, so that the first connecting pipe 4 is connected to multiple placement buckets 2 through multiple first connecting branch pipes 41.
[0039] Meanwhile, a first valve 42 is provided on each first connecting branch pipe 41 , and the connection and disconnection between the first connecting pipe 4 and the placement bucket 2 are controlled by the first valve 42 .
[0040] Example 3
[0041] refer to Figure 1-Figure 5 , which is a structural schematic diagram of a pumping and transporting system for using water glass stock solution in a tunnel in this embodiment, is intended to solve the problem that during the existing urban rail construction, the melting and sinking grouting of the connecting channel is constructed simultaneously with the track laying, resulting in the inability to supply the water glass stock solution in time. Based on Example 1, this embodiment provides a further solution, and the specific structure in this embodiment will be described in detail below.
[0042] The water inlet of the storage barrel 9 is connected to the third connecting pipe 7 through the second connecting branch pipe 71 , and the second connecting branch pipe 71 is provided with a second valve 72 .
[0043] In this embodiment, one end of the second connecting branch pipe 71 is connected to the water inlet of the storage barrel 9 through a right-angle joint or an elbow, and the other end of the second connecting branch pipe 71 is connected to the third connecting pipe 7 through a three-way joint, so that the third connecting pipe 7 is connected to the storage barrel 9 in each communication channel 8 through the second connecting branch pipe 71.
[0044] At the same time, a second valve 72 is provided on each second connecting branch pipe 71 , and the connection and disconnection between the third connecting pipe 7 and the storage barrel 9 are controlled by the second valve 72 .
[0045] Specifically, a booster pump 73 is provided on the third connecting pipe 7 .
[0046] In this embodiment, the booster pump 73 is a horizontal pipeline pump, and its specific model is ISG150-160B. The booster pump 73 is used to increase the pipeline pressure in the third connecting pipe 7 so as to better transport the water glass raw liquid to the storage barrel 9 in the subsequent communication channel 8.
[0047] Example 4
[0048] refer to Figure 6 , which is a structural schematic diagram of a pumping and transporting system for using water glass stock solution in a tunnel of this embodiment, is intended to solve the problem that during the existing urban rail construction, the melting and sinking grouting of the connecting channel is constructed at the same time as the track laying, resulting in the inability to supply the water glass stock solution in time. Based on Example 1, this embodiment provides a further solution for the fixing component 10. The specific structure of the fixing component 10 in this embodiment will be described in detail below.
[0049] A groove 61 is provided at the bottom of the shield tunnel 6 near the communication channel 8 , and the third connecting pipe 7 is placed in the groove 61 through the fixing assembly 10 .
[0050] Specifically, the fixing assembly 10 includes a fixing plate 101 installed on the inner wall of the groove 61 close to the communication channel 8. The fixing plate 101 is installed on the edge of the groove 61. The third connecting pipe 7 is clamped on the fixing plate 101 through a limiting plate 102, and the fixing plate 101 is movably connected to the limiting plate 102.
[0051] In this embodiment, a groove 61 is provided on one side of the shield tunnel 6 close to the communication channel 8 . The groove 61 is a rectangular groove, and the third connecting pipe 7 is fixedly clamped in the rectangular groove by the fixing assembly 10 .
[0052] The fixing assembly 10 includes a fixing plate 101, which is Z-shaped. The upper end of the Z-shaped fixing plate 101 is fixed to the edge of the groove 61 close to the connecting channel 8 by bolts, and the lower end of the Z-shaped fixing plate 101 is left in the groove 61 to support the third connecting pipe 7.
[0053] A limiting plate 102 is fixed to the fixing plate 101 by bolts. The limiting plate 102 is in an inverted L-shape. A connecting portion 103 is provided on the inverted L-shaped limiting plate 102. A through hole is opened on the connecting portion 103. Bolts are passed through the connecting portion 103 and the fixing plate 101 to connect the limiting plate 102 and the fixing plate 101, so that the limiting plate 102 cooperates to clamp the third connecting pipe 7.
[0054] Although the specific implementation of the utility model is described in detail in conjunction with the drawings, it should not be understood as limiting the scope of protection of this patent. Within the scope described in the claims, various modifications and variations that can be made by those skilled in the art without creative work still fall within the scope of protection of this patent.
Claims
1. A pumping and transporting system for water glass stock solution in a tunnel, characterized by: It comprises a plurality of storage barrels (2) for storing water glass raw liquid and a self-priming pump (3) placed on the ground (1); The water inlet end of the self-priming pump (3) is respectively connected to the plurality of placement barrels (2) through the first connecting pipe (4), the water outlet end of the self-priming pump (3) is connected to one end of the second connecting pipe (5), and the other end of the second connecting pipe (5) passes through the surface layer (11) and is connected to the third connecting pipe (7) in the shield tunnel (6); The third connecting pipe (7) is connected to the storage barrel (9) in the communication channel (8).
2. The pumping and transporting system for water glass stock solution in a tunnel according to claim 1 is characterized in that: The bottom of the placement bucket (2) is provided with a conical portion (21), and the bottom of the conical portion (21) is provided with a water outlet (22); the water outlet (22) is connected to the first connecting pipe (4).
3. The pumping and transporting system for water glass stock solution in a tunnel according to claim 2 is characterized in that: The water outlet (22) is connected to the first connecting pipe (4) via a first connecting branch pipe (41), and a first valve (42) is provided on the first connecting branch pipe (41).
4. The pumping and transporting system for water glass stock solution in a tunnel according to claim 2 is characterized in that: A support frame (23) is provided at the bottom of the placement barrel (2), a support ring (24) is provided on the upper surface of the support frame (23), and a support plate (25) is provided inside the support frame (23); The support plate (25) is a conical plate that fits the conical portion (21), and the water outlet (22) of the conical portion (21) is exposed at the bottom of the conical plate.
5. The pumping and transporting system for water glass stock solution in a tunnel according to claim 1 is characterized in that: The water inlet of the storage barrel (9) is connected to the third connecting pipe (7) through a second connecting branch pipe (71), and a second valve (72) is provided on the second connecting branch pipe (71).
6. The pumping and transporting system for water glass stock solution in a tunnel according to claim 1 is characterized in that: The third connecting pipe (7) is provided with a booster pump (73).
7. The pumping and transporting system for water glass stock solution in a tunnel according to claim 1 is characterized in that: A groove (61) is provided at the bottom of the shield tunnel (6) on one side close to the communication channel (8), and the third connecting pipe (7) is placed in the groove (61) through a fixing assembly (10).
8. The pumping and transporting system for water glass stock solution in a tunnel according to claim 7, characterized in that: The fixing assembly (10) comprises a fixing plate (101) mounted on the inner wall of the groove (61) close to the communication channel (8), and the fixing plate (101) is mounted on the edge of the groove (61); the fixing plate (101) clamps the third connecting pipe (7) via a limiting plate (102), and the fixing plate (101) is movably connected to the limiting plate (102).
