CN204715369U - A kind of foundation ditch stirs embankment structure - Google Patents
A kind of foundation ditch stirs embankment structure Download PDFInfo
- Publication number
- CN204715369U CN204715369U CN201520407696.XU CN201520407696U CN204715369U CN 204715369 U CN204715369 U CN 204715369U CN 201520407696 U CN201520407696 U CN 201520407696U CN 204715369 U CN204715369 U CN 204715369U
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- Prior art keywords
- pipe
- stirring
- foundation ditch
- feed pipe
- stirs
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- Expired - Fee Related
Links
- 238000003756 stirring Methods 0.000 title claims abstract description 59
- 150000001875 compounds Chemical class 0.000 claims abstract description 24
- 238000007599 discharging Methods 0.000 claims abstract description 14
- 238000005507 spraying Methods 0.000 claims abstract description 6
- 238000009434 installation Methods 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 8
- 238000010276 construction Methods 0.000 description 4
- 238000007711 solidification Methods 0.000 description 3
- 230000008023 solidification Effects 0.000 description 3
- 239000002689 soil Substances 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 238000013475 authorization Methods 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 230000004927 fusion Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000005065 mining Methods 0.000 description 1
- 239000000843 powder Substances 0.000 description 1
Landscapes
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Abstract
A kind of foundation ditch stirs embankment structure, and comprise track, described track installation is at foundation ditch inwall, and slide block is driven by hoist and moves up and down in orbit, it is characterized in that: be connected with stirring pipe between described slide block, and stirring piece is arranged in stirring pipe; Described stirring piece end is provided with motor, and discharging channel is located at below stirring pipe, and described stirring pipe two ends are provided with discharge nozzle and are communicated in discharging channel, and stuff-spraying pipe is uniform to be connected to below discharging channel; Dredged mud feed pipe and curing compound feed pipe is connected with above described stirring pipe.Compared with prior art, advantage of the present utility model is as follows: this device is by mixing curing compound and dredged mud in stirring pipe, utilize driven by motor stirring piece Stirring, both are stirred, be discharged to embankment in foundation ditch again, speed of application is fast, operating aspect, cost is low, can widely apply in engineering.
Description
Technical field
The utility model belongs to technical field of building construction, is specifically related to a kind of foundation ditch and stirs embankment structure.
Background technology
In the Dredging Process in harbour, navigation channel, usually can produce a large amount of dredging silts.Because quantity is many, the process problem of dredged mud seems particularly outstanding in the middle of the construction and maintenance in harbour, navigation channel.The dredged mud produced in dredging works adopts the method stacked or abandon usually, stacks and will take a large amount of soils, and the marine environmental pollution problem of mud owing to causing is thrown in ocean, is subject to the restriction of each side more and more.In addition, in the process of construction of the coastal engineerings such as marine port, a large amount of cubic metres of earth and stone is usually needed to carry out sea reclamation.China coast port city multidigit is in alluvial plain and Delta Area, and will obtain a large amount of cubic metres of earth and stone in locality more difficult, remote Mining Transport is uneconomical again.By being cured process to dredged mud, improveing its high-moisture percentage, low intensive character and become the soil with good engineering properties and used, is the better method solving above two contradictions.
The Chinese utility model being CN203079815U (day for announcing is on 07 24th, 2013) as an Authorization Notice No. discloses a kind of dredged mud solidification equipment, it is characterized in that: comprise the dredging tube road for carrying dredged mud, the entrance point on dredging tube road inserts in dredged mud before treatment in order to draw dredged mud, be provided with the collection container of dredged mud in order to collect after solidification process below the port of export on dredging tube road, the medium position place on this dredging tube road is provided with the interpolation mouth with adding powder curing compound in dredging tube road in the past.
Although a complete set of equipment existing a large amount of abroad at present occurs, expensive, and operation easier is high, complex structure, therefore, a kind of price of market in urgent need is low, engineering time is short, and the equipment that the equipment that curing compound and dredged mud can be made to mix obtains practical application in engineering construction occurs.
Summary of the invention
The utility model is for above shortcoming, and do filling material equipment cost based on the solidification of solution existing dredged mud high, the engineering time is long, and complicated operation, dredged mud and curing compound can not the abundant uniform problems of fusion.Propose a kind of foundation ditch and stir embankment structure, this equipment mechanism is reasonable in design, and fast, cost is low, can use in a large number in engineering in construction.
For realizing the purpose of this utility model, the technical solution adopted in the utility model is:
A kind of foundation ditch stirs embankment structure, and comprise track, described track installation is at foundation ditch inwall, and slide block is driven by hoist and moves up and down in orbit, it is characterized in that: be connected with stirring pipe between described slide block, and stirring piece is arranged in stirring pipe; Described stirring piece end is provided with motor, and discharging channel is located at below stirring pipe, and described stirring pipe two ends are provided with discharge nozzle and are communicated in discharging channel, and stuff-spraying pipe is uniform to be connected to below discharging channel; Dredged mud feed pipe and curing compound feed pipe is connected with above described stirring pipe.
Preferentially, described dredged mud feed pipe and curing compound feed pipe are connected to the middle part of stirring pipe.
Preferentially, also bracing frame is provided with below described dredged mud feed pipe and curing compound feed pipe.
Preferentially, described dredged mud feed pipe is provided with flow meter, curing compound feed pipe is provided with electromagnetic valve, between electromagnetic valve and flow meter, is connected with data line.
Preferentially, described stirring piece is auger sheet.
Compared with prior art, advantage of the present utility model is as follows: this device is by mixing curing compound and dredged mud in stirring pipe, utilize driven by motor stirring piece Stirring, both are stirred, be discharged to embankment in foundation ditch again, speed of application is fast, operating aspect, cost is low, can widely apply in engineering.
Accompanying drawing explanation
The following accompanying drawing by means of embodiment carries out brief description to the utility model now.In accompanying drawing:
Fig. 1 shows the structural layout plan that the utility model foundation ditch stirs embankment structure.
In figure: 1, bracing frame, 2, dredged mud feed pipe, 3, flow meter, 4, data line, 5, electromagnetic valve, 6, curing compound feed pipe, 7, stirring piece, 8, stirring pipe, 9, discharge nozzle, 10, stuff-spraying pipe, 11, discharging channel, 12, hoist, 13, slide block, 14, track, 15, foundation ditch, 16, motor.
Detailed description of the invention
Below in conjunction with specific embodiment, the utility model is described in detail.Following examples will contribute to those skilled in the art and understand the utility model further, but not limit the utility model in any form.It should be pointed out that to those skilled in the art, without departing from the concept of the premise utility, some distortion and improvement can also be made.These all belong to protection domain of the present utility model.
Embodiment 1
As shown in the figure, a kind of foundation ditch stirs embankment structure, comprises track 14, described track 14 is arranged on foundation ditch 15 inwall, slide block 13 is driven by hoist 12 and moves up and down on track 14, is connected with stirring pipe 8 between described slide block 13, and stirring piece 7 is arranged in stirring pipe 8; Described stirring piece 7 end is provided with motor 16, and stirring piece 7 is auger sheet, and discharging channel 11 is located at below stirring pipe 8, and described stirring pipe 8 two ends are provided with discharge nozzle 9 and are communicated in discharging channel 11, and stuff-spraying pipe 10 is uniform to be connected to below discharging channel 11.
Stirring pipe 8 is connected with dredged mud feed pipe 2 and curing compound feed pipe 6 above.Dredged mud feed pipe 2 and curing compound feed pipe 6 are connected to the middle part of stirring pipe 8.Bracing frame 1 is also provided with below dredged mud feed pipe 2 and curing compound feed pipe 6.In order to accurately control the input amount of curing compound, dredged mud feed pipe 2 being provided with flow meter 3, curing compound feed pipe 6 being provided with electromagnetic valve 5, between electromagnetic valve 5 and flow meter 3, be connected with data line 4.The input amount controlling curing compound is opened and closed by the traffic statistics Controlling solenoid valve 5 of flow meter 3.
Disclosed in the utility model, this foundation ditch stirs embankment structure, using method is such, dredged mud feed pipe 2 is connected feeding machanism with curing compound feed pipe 6, dredged mud and curing compound are sent into stirring pipe 8 by feeding machanism, dredged mud and curing compound are carried out mixing and stirring by stirring piece 7 under the drive of motor 16, and be drained in discharging channel 11 by discharge nozzle 9, be discharged to embankment in foundation ditch finally by stuff-spraying pipe 10.
Claims (5)
1. a foundation ditch stirs embankment structure, comprise track (14), described track (14) is arranged on foundation ditch (15) inwall, slide block (13) is driven by hoist (12) and moves up and down on track (14), it is characterized in that: be connected with stirring pipe (8) between described slide block (13), stirring piece (7) is arranged in stirring pipe (8); Described stirring piece (7) end is provided with motor (16), discharging channel (11) is located at stirring pipe (8) below, described stirring pipe (8) two ends are provided with discharge nozzle (9) and are communicated in discharging channel (11), and stuff-spraying pipe (10) is uniform is connected to discharging channel (11) below; Described stirring pipe (8) is connected with dredged mud feed pipe (2) and curing compound feed pipe (6) above.
2. foundation ditch according to claim 1 stirs embankment structure, it is characterized in that: described dredged mud feed pipe (2) and curing compound feed pipe (6) are connected to the middle part of stirring pipe (8).
3. foundation ditch according to claim 1 stirs embankment structure, it is characterized in that: described dredged mud feed pipe (2) and curing compound feed pipe (6) below are also provided with bracing frame (1).
4. foundation ditch according to claim 1 stirs embankment structure, it is characterized in that: described dredged mud feed pipe (2) is provided with flow meter (3), curing compound feed pipe (6) is provided with electromagnetic valve (5), between electromagnetic valve (5) and flow meter (3), is connected with data line (4).
5. foundation ditch according to claim 1 stirs embankment structure, it is characterized in that: described stirring piece (7) is auger sheet.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520407696.XU CN204715369U (en) | 2015-06-12 | 2015-06-12 | A kind of foundation ditch stirs embankment structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520407696.XU CN204715369U (en) | 2015-06-12 | 2015-06-12 | A kind of foundation ditch stirs embankment structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204715369U true CN204715369U (en) | 2015-10-21 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520407696.XU Expired - Fee Related CN204715369U (en) | 2015-06-12 | 2015-06-12 | A kind of foundation ditch stirs embankment structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204715369U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108104108A (en) * | 2017-12-21 | 2018-06-01 | 东莞市棣业建设有限公司 | The construction equipment and method of waste silt shallow-layer in-situ solidifying |
-
2015
- 2015-06-12 CN CN201520407696.XU patent/CN204715369U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108104108A (en) * | 2017-12-21 | 2018-06-01 | 东莞市棣业建设有限公司 | The construction equipment and method of waste silt shallow-layer in-situ solidifying |
| CN108104108B (en) * | 2017-12-21 | 2023-12-26 | 东莞市棣业建设有限公司 | Construction equipment and method for shallow in-situ solidification of waste sludge |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151021 Termination date: 20160612 |