CN202644475U - Filling device for separation and solidification of muddy water - Google Patents
Filling device for separation and solidification of muddy water Download PDFInfo
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- CN202644475U CN202644475U CN 201220324632 CN201220324632U CN202644475U CN 202644475 U CN202644475 U CN 202644475U CN 201220324632 CN201220324632 CN 201220324632 CN 201220324632 U CN201220324632 U CN 201220324632U CN 202644475 U CN202644475 U CN 202644475U
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- filling
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Abstract
The utility model discloses and provides a filling device for separation and solidification of muddy water, and the filling device for the separation and the solidification of the muddy water is simple in structure and convenient to use. The filling device for the separation and the solidification of the muddy water comprises a separating agent pot, a curing agent pot, a mixed pot and a filling soil pot. An outlet of the separating agent pot and an outlet of the curing agent pot are connected with each other in parallel and connected with an additive inlet of the mixed pot through an additive filling pump. An outlet of the filling soil pot is connected with a filling soil inlet of the mixed pot through a filling soil filling pump. An outlet of the mixed pot is connected with a filling opening of a filling bag through a one-way valve. A screw rod stirrer is arranged in the mixed pot. The filling device for the separation and the solidification of the muddy water is capable of fully mixing and filling separating agent, curing agent and filling soil into the filling bag, achieves fast separation and solidification of the muddy water of the filing soil, and is simple in structure and convenient to use.
Description
Technical field
The utility model relates to row marine traffic engineering field, port, particularly relates to the filling device of a kind of mud-water separation and curing.
Background technology
Along with China's fast increasing economy, the China coast harbour has welcome a brand-new developing period, and large-scale Scale Sea Reclamation Project and Coastal Zone Development project are flourish.At present, extensively adopt piece stone material and back-up sand material to carry out reclaiming land around sea, fill.But along with the consumption of piece stone material and back-up sand material is large, the anxiety of supply-demand relationship has appearred.And, for resource conservation is also exploited in restriction.
At present, the ground such as Liaoning Panjin, area of Hebei Caofeidian, Huanghua, Binzhou, Shandong, Dongying, Weifang and jiangsu coast reclaiming land around sea on a large scale all.These areas are main mainly with the mucky soil of silty soil and high-moisture, high-compressibility greatly, in carrying out large-scale reclaiming land around sea process, because a large amount of piece stone material and back-up sand material of lacking, the cost straight line of building shore protection, dyke-fortification work rises, simultaneously, raw-material shortage has also restricted engineering development.If do not have effective method to solve, will be difficult to satisfy the requirement of engineering construction.
Fast and efficiently hydraulic reclamation bag technique is badly in need of in the economic construction of China's high speed development.The hydraulic reclamation bag refers in the area that lacks building stones, the woven bag that the general worker of employing handwoven cloth is made is as the filling bag, then filling medium coarse sand and powder fine sand soil in the bag, and mud content is controlled in 5%, after fast discharging water, with the sand that the stays a kind of new technology as shore protection, bank protection and fill.This technology has been successfully applied to the area of coastal shortage piece stone material, and is widely used in the treatment of soft foundation engineering of Scale Sea Reclamation Project.
For the higher silty soil of clay content, Muddy Bottoms class soil and composition thereof, such as areas such as Dongying, Weifang, owing to containing a large amount of mucky soils, after woven bag was advanced in filling, the mud-water separation time was longer, and the consolidation effect is relatively poor, cause speed of application to descend, the fill quality lowers, and, for the construction safety of dam body has brought hidden danger.For this reason, researched and developed a kind of can be fast, efficient, energy-saving and environmental protection fill charges in the sand pocket, these charges need to design a kind of filling device that cooperates with it.
Summary of the invention
The purpose of this utility model is for the technological deficiency that exists in the prior art, and provides a kind of simple in structure, mud-water separation easy to use and the filling device of curing.
For realizing that the technical scheme that the purpose of this utility model adopts is:
The filling device of a kind of mud-water separation and curing, comprise release agent tank, curing compound tank, blending tank, filling soil tank, charging pump by additive after the outlet parallel connection of the outlet of described release agent tank and curing compound tank is connected with the additive inlet port of described blending tank, the outlet of described filling soil tank charges pump by filling soil and is connected with the filling soil import of described blending tank, the outlet of described blending tank is connected with the mouth that charges of filling bag by one way valve, and the screw rod agitator is installed in the described blending tank.
It is plunger displacement pump that described additive charges pump.
It is 30-35m that described filling soil charges pump employing efficient
3The triplex mud pump of/h, the operating pressure of the pump housing are 0.3-0.5mPa, and the internal diameter of delivery hose that filling soil charges pump is 10-20cm.
Described release agent tank and curing compound tank are of a size of 3.0m * 4.0m * 2.0m, and the efficient that additive charges pump is 5.0-10m
3/ h, additive pump body running pressure is 0.3-0.5mPa, the internal diameter of delivery hose that additive charges pump is 10-20cm.
Compared with prior art, the beneficial effects of the utility model are:
Construction equipment of the present utility model charges in the filling bag after release agent, curing compound and filling soil fully can being mixed, thereby realizes fast mud-water separation and the curing of filling soil, and is simple in structure, easy to use.
Description of drawings
Figure 1 shows that the filling device schematic diagram of the utility model mud-water separation and curing.
Among the figure: 1. curing compound tank, 2. release agent tank, 3. additive charges pump, and 4. filling soil charges pump,
5. filling soil tank, 6. blending tank, 7. one way valve 8. charges mouth, 9. filling bag.
The specific embodiment
Below in conjunction with the drawings and specific embodiments the utility model is described in further detail.Should be appreciated that specific embodiment described herein only in order to explaining the utility model, and be not used in restriction the utility model.
The schematic diagram of the filling device of the utility model mud-water separation and curing as shown in Figure 1, comprise release agent tank 2, curing compound tank 1, blending tank 6, filling soil tank 5, charging pump 3 by additive after the outlet parallel connection of the outlet of described release agent tank 2 and curing compound tank 1 is connected with the additive inlet port of described blending tank 6, the outlet of described filling soil tank 5 charges pump 4 by filling soil and is connected with the filling soil import of described blending tank 6, the outlet of described blending tank 6 is connected with the mouth 8 that charges of filling bag 9 by one way valve 7, and the screw rod agitator is installed in the described blending tank.
It is 30～35m that described filling soil charges pump 4 employing efficient
3The triplex mud pump of/h, the operating pressure of the pump housing are 0.3～0.5mPa, and the internal diameter of delivery hose that filling soil charges pump is 10～20cm.
Described release agent tank 2 and curing compound tank 1 are of a size of 3.0m * 4.0m * 2.0m, and described additive charges pump 3 and is plunger displacement pump.The efficient that additive charges pump is 5.0～10m
3/ h, additive pump body running pressure is 0.3～0.5mPa, the internal diameter of delivery hose that additive charges pump is 10～20cm.
Construction equipment of the present invention is installed on the station keeping ship.During filling, utilize excavator with the material on the haul ship to station keeping ship.In filling soil tank, inject filling soil.Utilize the giant water filling to stir, filling soil is stirred and reach certain water content, so that charge.Release agent is injected in the release agent tank according to adding proportion.When adopting the liquor curing compound, curing compound injects in the curing compound tank according to adding proportion.Connecting duct is inserted respectively charging in the mouth of filling bag, and startup charges pump, and release agent, curing compound and filling soil enter in the blending tank according to predetermined ratio, enters in the filling bag after mixing in-tank mixing.Charge in the process, when charging 60% plumpness, manually step on and step on the filling bag surface, be beneficial to the discharge of water in the filling bag.Control charged pressure after filling bag charged 60% fullness degree, broke to prevent filling bag.Charge next filling bag after charging 80% fullness degree.Separation of Water in the filling bag is discharged filling bag, and filling soil precipitation is solidified.
The filling device of mud-water separation of the present utility model and curing is mainly used in charging of filling bag in the treatment of soft foundation of shore protection, bank protection, bank protection, dykes and dams and mole in harbour and river course.
The above only is preferred embodiment of the present utility model; should be noted that; for those skilled in the art; under the prerequisite that does not break away from the utility model principle; can also make some improvements and modifications, these improvements and modifications also should be considered as protection domain of the present utility model.
Claims (4)
1. the filling device of a mud-water separation and curing, it is characterized in that, comprise release agent tank, curing compound tank, blending tank, filling soil tank, charging pump by additive after the outlet parallel connection of the outlet of described release agent tank and curing compound tank is connected with the additive inlet port of described blending tank, the outlet of described filling soil tank charges pump by filling soil and is connected with the filling soil import of described blending tank, the outlet of described blending tank is connected with the mouth that charges of filling bag by one way valve, and the screw rod agitator is installed in the described blending tank.
2. filling device according to claim 1 is characterized in that, it is plunger displacement pump that described additive charges pump.
3. filling device according to claim 1 is characterized in that, it is 30～35m that described filling soil charges pump employing efficient
3The triplex mud pump of/h, the operating pressure of the pump housing are 0.3～0.5mPa, and the internal diameter of delivery hose that filling soil charges pump is 10～20cm.
4. filling device according to claim 2 is characterized in that, described release agent tank and curing compound tank are of a size of 3.0m * 4.0m * 2.0m, and the efficient that additive charges pump is 5.0～10m
3/ h, additive pump body running pressure is 0.3～0.5mPa, the internal diameter of delivery hose that additive charges pump is 10～20cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220324632 CN202644475U (en) | 2012-07-06 | 2012-07-06 | Filling device for separation and solidification of muddy water |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220324632 CN202644475U (en) | 2012-07-06 | 2012-07-06 | Filling device for separation and solidification of muddy water |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202644475U true CN202644475U (en) | 2013-01-02 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220324632 Expired - Lifetime CN202644475U (en) | 2012-07-06 | 2012-07-06 | Filling device for separation and solidification of muddy water |
Country Status (1)
| Country | Link |
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| CN (1) | CN202644475U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102704496A (en) * | 2012-06-15 | 2012-10-03 | 天津济润石油海运服务有限公司 | Method for achieving slurry water separation and solidification of filling soil by utilizing filling bag and construction device |
| CN106310994A (en) * | 2015-06-30 | 2017-01-11 | 中交疏浚技术装备国家工程研究中心有限公司 | High-concentration bag filling process method and device |
| CN106394625A (en) * | 2015-08-03 | 2017-02-15 | 中交上海航道勘察设计研究院有限公司 | Curing agent mixing deliver wagon |
-
2012
- 2012-07-06 CN CN 201220324632 patent/CN202644475U/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102704496A (en) * | 2012-06-15 | 2012-10-03 | 天津济润石油海运服务有限公司 | Method for achieving slurry water separation and solidification of filling soil by utilizing filling bag and construction device |
| CN102704496B (en) * | 2012-06-15 | 2014-09-03 | 天津济润石油海运服务有限公司 | Method for achieving slurry water separation and solidification of filling soil by utilizing filling bag and construction device |
| CN106310994A (en) * | 2015-06-30 | 2017-01-11 | 中交疏浚技术装备国家工程研究中心有限公司 | High-concentration bag filling process method and device |
| CN106394625A (en) * | 2015-08-03 | 2017-02-15 | 中交上海航道勘察设计研究院有限公司 | Curing agent mixing deliver wagon |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: HEIBEI SHENGGANG ENGINEERING SURVEY DESIGN CO., LT Free format text: FORMER OWNER: REDLAND (BEIJING) GEOTECHNICAL TECHNOLOGY CO., LTD. Effective date: 20130306 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 100024 CHAOYANG, BEIJING TO: 061001 CANGZHOU, HEBEI PROVINCE |
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| TR01 | Transfer of patent right |
Effective date of registration: 20130306 Address after: 061001 No. 6 Jiefang West Road, canal zone, Hebei, Cangzhou Patentee after: Hebei Sheng Hong Engineering Survey Design Co.,Ltd. Address before: 100024 No. 3F301, No. 1 Center building, Chaoyang North Road, Beijing, Chaoyang District Patentee before: Zhonggang Jiye (Beijing) Geotechnical Technology Co.,Ltd. |
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| ASS | Succession or assignment of patent right |
Owner name: TAN ZAIKUN Free format text: FORMER OWNER: HEIBEI SHENGGANG ENGINEERING SURVEY DESIGN CO., LTD. Effective date: 20150112 Owner name: PAN BINGZHONG Effective date: 20150112 |
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| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 061001 CANGZHOU, HEBEI PROVINCE TO: 300202 HEXI, TIANJIN |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20150112 Address after: 300202 Tianjin city Hexi District road Xiamen Fubon garden 4-1-1402 Patentee after: Tan Zaikun Patentee after: Pan Bingzhong Address before: 061001 No. 6 Jiefang West Road, canal zone, Hebei, Cangzhou Patentee before: Hebei Sheng Hong Engineering Survey Design Co.,Ltd. |
|
| CX01 | Expiry of patent term |
Granted publication date: 20130102 |
|
| CX01 | Expiry of patent term |