CN219932164U - Bypass pipe structure of quarrying box for slurry shield - Google Patents
Bypass pipe structure of quarrying box for slurry shield Download PDFInfo
- Publication number
- CN219932164U CN219932164U CN202320914974.5U CN202320914974U CN219932164U CN 219932164 U CN219932164 U CN 219932164U CN 202320914974 U CN202320914974 U CN 202320914974U CN 219932164 U CN219932164 U CN 219932164U
- Authority
- CN
- China
- Prior art keywords
- slurry
- gate valve
- pipe
- quarrying
- bypass pipe
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 239000002002 slurry Substances 0.000 title claims abstract description 74
- 239000007788 liquid Substances 0.000 claims abstract description 22
- 230000008676 import Effects 0.000 claims abstract description 3
- 238000007599 discharging Methods 0.000 claims description 14
- 238000004140 cleaning Methods 0.000 claims description 4
- 230000005641 tunneling Effects 0.000 abstract description 10
- 238000010276 construction Methods 0.000 description 4
- 239000002689 soil Substances 0.000 description 4
- 239000004575 stone Substances 0.000 description 3
- 238000009412 basement excavation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000011268 mixed slurry Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
Abstract
The utility model provides a slurry shield is with bypass pipe structure of quarrying case, includes quarrying case, advances thick liquid pipe, row thick liquid pipe and bypass pipe, advances thick liquid pipe and row thick liquid pipe and connect respectively in the mud of quarrying case and import and export, advance to be provided with on the thick liquid pipe and advance thick liquid pipe gate valve, and the one end of bypass pipe is connected on advancing thick liquid pipe and is located advance thick liquid pipe gate valve front side, and the other end is connected on row thick liquid pipe. Be provided with the bypass pipe in this structure, can control mud through advancing thick liquid pipe gate valve and discharge and not flow through the quarrying case through the bypass pipe, when opening the quarrying case and clear stifled, still can carry out mud transportation work through the bypass pipe to reduce the quarrying case and to the influence that the circulation system of slurry balance shield caused, improve the tunneling efficiency of shield structure machine.
Description
Technical Field
The utility model relates to the technical field of shield equipment, in particular to a bypass pipe structure of a quarrying box for slurry shield.
Background
With the increasing demand of underground engineering construction at home and abroad, the slurry balance shield has become the first choice in tunnel construction with high requirements on river crossing, sea crossing and settlement by the excellent performance. Wherein the slurry circulation system is an important system of the slurry shield and the quarrying tank is an important component of the circulation system.
The slurry shield is characterized in that slurry is filled in a soil bin of the shield machine, so that the soil pressure and the slurry pressure at a tunnel face are mutually opposed, the slurry is continuously circulated to keep the balance of an excavation face, soil is excavated, the slurry is sent out in a slurry or mixed slurry form, and the front end of a residue soil discharging pipeline is provided with a quarrying box so as to prevent massive stones or mud clusters from entering a subsequent pipeline to cause the blockage of a mud discharging pipeline, and the tunneling efficiency of the shield machine is influenced.
The traditional quarrying case can cause the jam when silt or stone pile up to a certain extent, must stop the tunneling construction this moment, then opens the quarrying case and just can continue the tunneling after silt or stone clean up, however, this kind of structure must stop the tunneling construction at opening the quarrying case, this can obviously seriously influence the tunneling efficiency of shield machine.
Disclosure of Invention
The utility model aims to solve the technical problem and provides a bypass pipe structure of a quarrying box for a slurry shield, which can still carry out slurry conveying work when the quarrying box is opened for clearing blockage, so that the tunneling efficiency of a shield machine is improved.
In order to achieve the above purpose, the utility model adopts the following technical scheme: the utility model provides a slurry shield constructs with bypass pipe structure of quarrying case, including quarrying case, advance thick liquid pipe and row thick liquid pipe and connect respectively the mud of quarrying case and import and export, still include the bypass pipe, advance to be provided with on the thick liquid pipe and advance thick liquid pipe gate valve, the one end of bypass pipe is connected on advancing thick liquid pipe and is located advance thick liquid pipe gate valve front side, and the other end is connected on row thick liquid pipe.
As a further improvement of the utility model, when the quarrying box is in normal operation, the slurry inlet pipe gate valve is in an open state; when the quarrying box needs to be opened and cleaned, the slurry inlet pipe gate valve is in a closed state.
As a further improvement of the utility model, the pulp discharging pipe is provided with a pulp discharging pipe gate valve, and one end of the bypass pipe connected to the pulp discharging pipe is positioned at the rear side of the pulp discharging pipe gate valve.
As a further improvement of the utility model, when the quarrying box is in normal operation, the pulp inlet pipe gate valve and the pulp outlet pipe gate valve are in an open state; when the quarrying box needs to be opened for cleaning, the slurry inlet pipe gate valve and the slurry outlet pipe gate valve are in a closed state.
As a further improvement of the utility model, the bypass pipe is provided with a bypass pipe gate valve.
As a further improvement of the utility model, when the quarrying box is in normal operation, the slurry inlet pipe gate valve is in an open state, and the bypass pipe gate valve is in a closed state; when the quarrying box needs to be opened and cleaned, the slurry inlet pipe gate valve is in a closed state, and the bypass pipe gate valve is in an open state.
The beneficial effects of the utility model are as follows: be provided with the bypass pipe in this structure, can control mud through advancing thick liquid pipe gate valve and discharge and not flow through the quarrying case through the bypass pipe, when opening the quarrying case and clear stifled, still can carry out mud transportation work through the bypass pipe to reduce the quarrying case and to the influence that the circulation system of slurry balance shield caused, improve the tunneling efficiency of shield structure machine.
Drawings
FIG. 1 is a schematic diagram of the overall structure of the present utility model;
marking: a quarrying box 1, a slurry inlet pipe 2, a slurry inlet pipe gate valve 21, a slurry discharging pipe 3, a slurry discharging pipe gate valve 31, a bypass pipe 4 and a bypass pipe gate valve 41.
Detailed Description
The utility model will be further described with reference to specific examples and figures.
As shown in fig. 1, a bypass pipe structure of a quarrying box for a slurry shield comprises a quarrying box 1, a slurry inlet pipe 2, a slurry outlet pipe 3 and a bypass pipe 4. The pulp inlet pipe 2, the pulp outlet pipe 3 and the bypass pipe 4 are respectively provided with a pulp inlet pipe gate valve 21, a pulp outlet pipe gate valve 31 and a bypass pipe gate valve 41. The slurry inlet pipe 2 and the slurry outlet pipe 3 are respectively connected to the slurry inlet and outlet of the quarrying box 1, one end of the bypass pipe 4 is connected to the slurry inlet pipe 2 and positioned at the front side of the slurry inlet pipe gate valve 21, and the other end is connected to the slurry outlet pipe 3 and positioned at the rear side of the slurry inlet pipe gate valve 21.
In the tunneling of the shield tunneling machine, when the quarrying box 1 needs to be opened for cleaning, the slurry inlet pipe gate valve 21 and the slurry outlet pipe gate valve 31 are closed, then the bypass pipe gate valve 41 is opened, so that slurry flows to the slurry outlet pipe 3 through the bypass pipe 4, in addition, the quarrying box 1 is opened for cleaning, and the slurry outlet work can still be normally performed, thereby reducing the influence on the circulation system of the slurry balance shield when the quarrying box 1 is opened. After the quarrying box 1 is cleaned, the slurry inlet pipe gate valve 21 and the slurry outlet pipe gate valve 31 are opened, the bypass pipe gate valve 41 is closed, the quarrying box 1 is restored to normal operation and is put into use again, and slurry is discharged after flowing through the quarrying box 1.
In other embodiments, the bypass gate valve 41 may not be provided, and the bypass pipe 4 may be in a communication state for a long period of time only by controlling the on/off of the quarrying tank 1 through the slurry inlet gate valve 21. In addition, since the one-way valve is arranged on the slurry inlet and outlet of part of the quarrying tank 1, the slurry cannot return to the quarrying tank 1 through the slurry discharging pipe 3, so the slurry discharging pipe gate valve 31 is not required.
The above embodiments are only for illustrating the present utility model, and are not to be construed as limiting the utility model in any way, and any person having ordinary skill in the art will realize that equivalent embodiments of partial changes and modifications can be made by using the disclosed technology without departing from the scope of the technical features of the present utility model.
Claims (6)
1. The utility model provides a slurry shield constructs with bypass pipe structure of quarrying case, includes quarrying case, advances thick liquid pipe and row thick liquid pipe, advance thick liquid pipe and row thick liquid pipe and connect respectively at the mud of quarrying case and import and export, its characterized in that: the device comprises a slurry inlet pipe, and is characterized by further comprising a bypass pipe, wherein the slurry inlet pipe is provided with a slurry inlet pipe gate valve, one end of the bypass pipe is connected to the slurry inlet pipe and positioned at the front side of the slurry inlet pipe gate valve, and the other end of the bypass pipe is connected to the slurry outlet pipe.
2. The bypass pipe structure of a quarrying box for slurry shield according to claim 1, wherein: when the quarrying box normally operates, the slurry inlet pipe gate valve is in an open state; when the quarrying box needs to be opened and cleaned, the slurry inlet pipe gate valve is in a closed state.
3. The bypass pipe structure of a quarrying box for slurry shield according to claim 1, wherein: the slurry discharging pipe is provided with a slurry discharging pipe gate valve, and one end of the bypass pipe connected to the slurry discharging pipe is positioned at the rear side of the slurry discharging pipe gate valve.
4. A bypass pipe structure of a quarrying box for slurry shield according to claim 3, wherein: when the quarrying box normally operates, the pulp inlet pipe gate valve and the pulp outlet pipe gate valve are in an open state; when the quarrying box needs to be opened for cleaning, the slurry inlet pipe gate valve and the slurry outlet pipe gate valve are in a closed state.
5. The bypass pipe structure of a quarrying box for slurry shield according to claim 1, wherein: and a bypass pipe gate valve is arranged on the bypass pipe.
6. The bypass pipe structure of a quarrying box for slurry shield according to claim 5, wherein: when the quarrying box normally operates, the slurry inlet pipe gate valve is in an open state, and the bypass pipe gate valve is in a closed state; when the quarrying box needs to be opened and cleaned, the slurry inlet pipe gate valve is in a closed state, and the bypass pipe gate valve is in an open state.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202320914974.5U CN219932164U (en) | 2023-04-21 | 2023-04-21 | Bypass pipe structure of quarrying box for slurry shield |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202320914974.5U CN219932164U (en) | 2023-04-21 | 2023-04-21 | Bypass pipe structure of quarrying box for slurry shield |
Publications (1)
Publication Number | Publication Date |
---|---|
CN219932164U true CN219932164U (en) | 2023-10-31 |
Family
ID=88502568
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202320914974.5U Active CN219932164U (en) | 2023-04-21 | 2023-04-21 | Bypass pipe structure of quarrying box for slurry shield |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN219932164U (en) |
-
2023
- 2023-04-21 CN CN202320914974.5U patent/CN219932164U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN202090930U (en) | Convenient-to-clean grouting pipeline system for shield machine | |
CN201874614U (en) | Drainage structure for emptying overhaul of derivation tunnel | |
CN202007433U (en) | High-efficiency reservoir sediment automatic silt cleaner | |
CN109826163A (en) | A kind of device and its silt-proof method that the underwater sand surfing of gate is anti-silting | |
CN106368185A (en) | Hydropower station water inlet gallery desilting system and method | |
CN210637109U (en) | Underground mine underground temporary drainage structure | |
CN205422730U (en) | Slurry shield's novel quarrying case | |
CN219932164U (en) | Bypass pipe structure of quarrying box for slurry shield | |
CN209538111U (en) | A kind of water supply and water draw-off for hydraulic engineering | |
CN100370175C (en) | Pipe connector | |
CN104695969A (en) | Method for switching slurry tunneling mode to earth pressure tunneling mode of shield tunneling machine | |
CN101165277B (en) | Reservoir dredging method | |
CN113293742A (en) | Diversion tunnel stone-collecting pit hydraulic sand-discharging facility | |
CN107542475A (en) | A kind of forward and inverse cycle driving system for configuring disintegrating machine and case of quarrying | |
CN209873729U (en) | Device for underwater sand flushing and silt prevention of gate | |
CN209856586U (en) | Double-pipe air slurry conveying and exchanging fluid director for power head of spiral drilling machine | |
CN109208693B (en) | Water taking and draining device for high-dam reservoir engineering | |
CN209162937U (en) | A kind of reservoir multipurpose supplies water and water draw-off | |
CN209538287U (en) | A kind of water intaking of high dam reservoir engineering and water draw-off | |
CN208219579U (en) | The structure that a kind of diversion tunnel and ecological drainage tunnel combine | |
CN216892307U (en) | Diversion tunnel stone-collecting pit hydraulic sand-discharging facility | |
CN207862874U (en) | Hydraulic automatism subtracts silt system before a kind of overflow dam | |
CN202219253U (en) | Shield machine and grouting pipe cleaning device thereof | |
CN210730429U (en) | Full-pipe high-pressure sectional flushing system for filling mining | |
CN218150933U (en) | Prevent gushing device, screw conveyer and shield structure machine |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |