CN204533813U - A kind of slurry-water balance type push pipe system - Google Patents
A kind of slurry-water balance type push pipe system Download PDFInfo
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- CN204533813U CN204533813U CN201520194110.6U CN201520194110U CN204533813U CN 204533813 U CN204533813 U CN 204533813U CN 201520194110 U CN201520194110 U CN 201520194110U CN 204533813 U CN204533813 U CN 204533813U
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- slurry
- balance type
- water balance
- type push
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Abstract
The utility model relates to a kind of slurry-water balance type push pipe system, it is characterized in that, comprise precipitation tank, conveying pump, flow pipe, sludge drainage pipe, sludge pump, development machine, television camera, indicator board, laser theodolite, main jacking device, operating table, main top oil pressure unit, cylindrical shell and support; Described precipitation tank is arranged at the top of support, and described precipitation tank is connected with conveying pump with sludge drainage pipe respectively, in order to precipitate muddy water; Described development machine, television camera, indicator board, laser theodolite and main jacking device are from left to right in turn arranged at the bottom of support respectively in the same horizontal line; Described operating table is arranged at the middle part of support; Described main top oil pressure unit is arranged at the top of support, and it is connected with main jacking device with console respectively.The beneficial effects of the utility model: during native system construction, required total jacking power is less, the long distance jacking especially in stickiness soil layer, and can long distance delivery earth, uninterrupted in jack-in process, construction is fast, and the duration is short.
Description
Technical field
The utility model relates to mechanical field, in particular, relates to a kind of slurry-water balance type push pipe system.
Background technique
Along with the high speed development that Chinese Urbanization is built, no matter open up new city or reconstruction of the old city town, the problem of municipal pipeline laying construction becomes increasingly conspicuous, traditional slot grooving because destroying road, block the traffic, environmental pollution, ecological failure etc., be more and more not suitable for the construction needs of some special areas.This just impels construction and unit in charge of construction's joint research, adopts new technology, the pipe jacking construction technique of new technology to be to replace old method.
Adopt Slurry Balanced Pipe Jacking Construction engineering method to be one of main method of mechanized pipe pushing construction in described slurry-water balance type push pipe system, belong to mechanization, long distance Construction Technology of With standing Operation.In view of small-bore jacking pipe construction process is to the narrow limitation of some pipes laying or reparation, my company is in the process adopting mechanical slurry-water balance type pipe jacking construction technique, Practical Project is studied repeatedly and through Construction practices for many years, summarizes mechanical slurry-water balance type medium-sized bore jacking construction engineering method.
Model utility content
Technical problem to be solved in the utility model is to provide a kind of slurry-water balance type push pipe system, in order to the pipework of jacking construction.
The technological scheme that the utility model solves the problems of the technologies described above is as follows: a kind of slurry-water balance type push pipe system, it is characterized in that, comprise precipitation tank, conveying pump, flow pipe, sludge drainage pipe, sludge pump, development machine, television camera, indicator board, laser theodolite, main jacking device, operating table, main top oil pressure unit, cylindrical shell and support;
Described precipitation tank is arranged at the top of support, and described precipitation tank is connected with conveying pump with sludge drainage pipe respectively, in order to precipitate muddy water;
Described development machine, television camera, indicator board, laser theodolite and main jacking device are from left to right in turn arranged at the bottom of support respectively in the same horizontal line;
Described development machine, television camera and indicator board are arranged in cylindrical shell;
Described operating table is arranged at the middle part of support;
Described main top oil pressure unit is arranged at the top of support, and it is connected with main jacking device with console respectively.
In slurry-water balance type push pipe system of the present utility model, described precipitation tank is connected with sludge pump by sludge drainage pipe.
In slurry-water balance type push pipe system of the present utility model, described sludge pump is connected with cylindrical shell by pipeline.
In slurry-water balance type push pipe system of the present utility model, described conveying pump is connected with cylindrical shell by flow pipe.
In slurry-water balance type push pipe system of the present utility model, described flow pipe is provided with switch.
The beneficial effects of the utility model: during native system construction, required total jacking power is less, the long distance jacking especially in stickiness soil layer, and can long distance delivery earth, uninterrupted in jack-in process, construction is fast, and the duration is short.
Accompanying drawing explanation
Fig. 1 is the utility model overall structure schematic diagram;
In accompanying drawing, the list of parts representated by each label is as follows:
1, main top oil pressure unit, 2, operating table, 3, main jacking device, 4, laser theodolite, 5, sludge pump, 6, sludge drainage pipe, 7, flow pipe, 8, conveying pump, 9, precipitation tank, 10, cylindrical shell, 11, development machine, 12, television camera, 13, indicator board, 14, support, 15, switch.
Embodiment
Be described principle of the present utility model and feature below in conjunction with accompanying drawing, example, only for explaining the utility model, is not intended to limit scope of the present utility model.
As shown in Figure 1, a kind of slurry-water balance type push pipe system, it is characterized in that, comprise precipitation tank, conveying pump, flow pipe, sludge drainage pipe, sludge pump, development machine, television camera, indicator board, laser theodolite, main jacking device, operating table, main top oil pressure unit, cylindrical shell and support;
Described precipitation tank is arranged at the top of support, and described precipitation tank is connected with conveying pump with sludge drainage pipe respectively, in order to precipitate muddy water;
Described development machine, television camera, indicator board, laser theodolite and main jacking device are from left to right in turn arranged at the bottom of support respectively in the same horizontal line;
Described development machine, television camera and indicator board are arranged in cylindrical shell;
Described operating table is arranged at the middle part of support;
Described main top oil pressure unit is arranged at the top of support, and it is connected with main jacking device with console respectively.
In slurry-water balance type push pipe system of the present utility model, described precipitation tank is connected with sludge pump by sludge drainage pipe.
In slurry-water balance type push pipe system of the present utility model, described sludge pump is connected with cylindrical shell by pipeline.
In slurry-water balance type push pipe system of the present utility model, described conveying pump is connected with cylindrical shell by flow pipe.
In slurry-water balance type push pipe system of the present utility model, described flow pipe is provided with switch.
The soil cut is sent into muddy water storehouse by cutterhead by described slurry-water balance type push pipe system, then excavation surface is delivered to by conveying pump by having certain density muddy water in muddy water storehouse, muddy water can form the fluid-tight mud film of one deck on excavation surface, permeates inside excavation surface to stop muddy water.Meanwhile, this muddy water itself has certain pressure, and therefore it just can be used for balancing the water pressure on jacking working surface and earth pressure.Excavation face is stablized by the mud hydraulic pressure adjusting spoil hopper, spoir gives off slurry-water balance type push pipe system in muddy water mode, when not excavating earth surface, utilize hydraulic pressure jacking work station to head into from the pipeline of working pit by laying, thus after slurry-water balance type push pipe system direct tubing.
Compared with prior art, the beneficial effects of the utility model: during native system construction, required total jacking power is less, the long distance jacking especially in stickiness soil layer, and can long distance delivery earth, uninterrupted in jack-in process, construction is fast, and the duration is short.
The foregoing is only preferred embodiment of the present utility model, not in order to limit the utility model, all within spirit of the present utility model and principle, any amendment done, equivalent replacement, improvement etc., all should be included within protection domain of the present utility model.
Claims (5)
1. a slurry-water balance type push pipe system, it is characterized in that, comprise precipitation tank, conveying pump, flow pipe, sludge drainage pipe, sludge pump, development machine, television camera, indicator board, laser theodolite, main jacking device, operating table, main top oil pressure unit, cylindrical shell and support;
Described precipitation tank is arranged at the top of support, and described precipitation tank is connected with conveying pump with sludge drainage pipe respectively, in order to precipitate muddy water;
Described development machine, television camera, indicator board, laser theodolite and main jacking device are from left to right in turn arranged at the bottom of support respectively in the same horizontal line;
Described development machine, television camera and indicator board are arranged in cylindrical shell;
Described operating table is arranged at the middle part of support;
Described main top oil pressure unit is arranged at the top of support, and it is connected with main jacking device with console respectively.
2. slurry-water balance type push pipe system according to claim 1, is characterized in that, described precipitation tank is connected with sludge pump by sludge drainage pipe.
3. slurry-water balance type push pipe system according to claim 2, it is characterized in that, described sludge pump is connected with cylindrical shell by pipeline.
4. slurry-water balance type push pipe system according to claim 1, it is characterized in that, described conveying pump is connected with cylindrical shell by flow pipe.
5. slurry-water balance type push pipe system according to claim 1, is characterized in that, described flow pipe is provided with switch.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201520194110.6U CN204533813U (en) | 2015-03-31 | 2015-03-31 | A kind of slurry-water balance type push pipe system |
Applications Claiming Priority (1)
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CN201520194110.6U CN204533813U (en) | 2015-03-31 | 2015-03-31 | A kind of slurry-water balance type push pipe system |
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CN204533813U true CN204533813U (en) | 2015-08-05 |
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CN201520194110.6U Expired - Fee Related CN204533813U (en) | 2015-03-31 | 2015-03-31 | A kind of slurry-water balance type push pipe system |
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Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105257299A (en) * | 2015-11-04 | 2016-01-20 | 中铁十八局集团有限公司 | Slurry-balanced pipe jacking machine receiving device and technology under high water condition |
CN107131356A (en) * | 2016-02-29 | 2017-09-05 | 江苏沃迪建设工程有限公司 | A kind of minimally invasive small-bore pipe-jacking project construction method |
CN108952747A (en) * | 2018-08-08 | 2018-12-07 | 淮南中泰矿山装备制造有限公司 | Pipe jacking tunnelling machine is into mud discharging device |
CN109578003A (en) * | 2018-11-16 | 2019-04-05 | 天津超威千斤顶有限公司 | A kind of small-bore miniature mire water equilibrium tube excavator |
CN112682573A (en) * | 2021-01-19 | 2021-04-20 | 贵州建工集团第三建筑工程有限责任公司 | Slurry balance pipe jacking system and construction method thereof |
CN112922625A (en) * | 2021-02-07 | 2021-06-08 | 南京工业大学 | Large-scale high-pressure water jet automatic deviation rectifying pipe jacking device and construction method |
-
2015
- 2015-03-31 CN CN201520194110.6U patent/CN204533813U/en not_active Expired - Fee Related
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105257299A (en) * | 2015-11-04 | 2016-01-20 | 中铁十八局集团有限公司 | Slurry-balanced pipe jacking machine receiving device and technology under high water condition |
CN105257299B (en) * | 2015-11-04 | 2017-05-17 | 中铁十八局集团有限公司 | Slurry-balanced pipe jacking machine receiving device and technology under high water condition |
CN107131356A (en) * | 2016-02-29 | 2017-09-05 | 江苏沃迪建设工程有限公司 | A kind of minimally invasive small-bore pipe-jacking project construction method |
CN108952747A (en) * | 2018-08-08 | 2018-12-07 | 淮南中泰矿山装备制造有限公司 | Pipe jacking tunnelling machine is into mud discharging device |
CN109578003A (en) * | 2018-11-16 | 2019-04-05 | 天津超威千斤顶有限公司 | A kind of small-bore miniature mire water equilibrium tube excavator |
CN112682573A (en) * | 2021-01-19 | 2021-04-20 | 贵州建工集团第三建筑工程有限责任公司 | Slurry balance pipe jacking system and construction method thereof |
CN112922625A (en) * | 2021-02-07 | 2021-06-08 | 南京工业大学 | Large-scale high-pressure water jet automatic deviation rectifying pipe jacking device and construction method |
CN112922625B (en) * | 2021-02-07 | 2022-04-15 | 南京工业大学 | Large-scale high-pressure water jet automatic deviation rectifying pipe jacking device and construction method |
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Date | Code | Title | Description |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150805 Termination date: 20180331 |
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CF01 | Termination of patent right due to non-payment of annual fee |