CN203583460U - Combination-type soft foundation treatment construction equipment - Google Patents
Combination-type soft foundation treatment construction equipment Download PDFInfo
- Publication number
- CN203583460U CN203583460U CN201320801769.4U CN201320801769U CN203583460U CN 203583460 U CN203583460 U CN 203583460U CN 201320801769 U CN201320801769 U CN 201320801769U CN 203583460 U CN203583460 U CN 203583460U
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- Prior art keywords
- water
- tank
- water separation
- separation tank
- collect tank
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- 238000010276 construction Methods 0.000 title claims abstract description 32
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 118
- 238000000926 separation method Methods 0.000 claims abstract description 47
- 239000002689 soil Substances 0.000 claims description 13
- 239000003651 drinking water Substances 0.000 claims description 6
- 235000020188 drinking water Nutrition 0.000 claims description 6
- 238000007789 sealing Methods 0.000 claims description 4
- 230000000740 bleeding effect Effects 0.000 claims description 3
- 239000007788 liquid Substances 0.000 abstract description 16
- 238000005086 pumping Methods 0.000 abstract description 3
- 239000007789 gas Substances 0.000 description 39
- 230000000694 effects Effects 0.000 description 4
- 239000000853 adhesive Substances 0.000 description 2
- 230000001070 adhesive effect Effects 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 2
- 238000005265 energy consumption Methods 0.000 description 2
- 241000521257 Hydrops Species 0.000 description 1
- 206010030113 Oedema Diseases 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000605 extraction Methods 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000009183 running Effects 0.000 description 1
- 230000011218 segmentation Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
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Abstract
Combination-type soft foundation treatment construction equipment comprises film outlets formed in a soft foundation covered film. Each film outlet is provided with a primary gas-water separation tank and a water collecting tank in a matching mode. Water distribution pipes are arranged at the tops of the water collecting tanks, lower ports of the water distribution pipes are connected with water inlets of the water collecting tanks, upper ports of the water distribution pipes are connected with the primary gas-water separation tanks, each primary gas-water separation tank is connected with a secondary gas-water separation tank through a gas pumping pipe, and the secondary gas-water separation tanks are connected with a vacuum pump through connecting pipes. According to the combination-type soft foundation treatment construction equipment, moisture in a soft foundation is sucked into the primary gas-water separation tanks and the water collecting tanks through the film outlets, gas in the moisture is pumped and discharged out by the vacuum pump, and liquid in the moisture is pumped and discharged out by a jet pump I; meanwhile, an intelligent control program is used for enabling the vacuum pump, the jet pump I and a jet pump II to work simultaneously or alternately so as to realize the purpose of fragmental control over the soft foundation; the labor intensity of constructors is relieved, a large amount of energy is saved and the construction efficiency is improved.
Description
Technical field
The utility model relates to a kind of construction equipment for the treatment of of soft foundation, particularly a kind of combined type construction of soft soil treatment equipment.
Background technology
In reinforced soft soil ground construction, require, by the moisture content in soft foundation and the most of extraction of gas, to make its compactness reach instructions for use.In current existing reinforced soft soil ground construction, extensively adopt the construction equipment of three types: one, jet pump, the feature of such construction equipment is: 1, the moisture content in soft foundation and gas, and even the solid of molecule can be extracted out, can reach higher vacuum and require (0.098Mpa); 2, operating efficiency is lower, and particularly the efficiency of extracting gases is only 30% of constant power vacuum pump, and therefore power consumption is higher; Two, vacuum pump, adopt this kind of form of construction work, the water ring vacuum pump of relatively high power for multiselect, implement the construction of larger area reinforced soft soil ground, the feature of this kind equipment is: 1, pumping efficiency is higher, can implement to reinforce operation to soft foundation in a big way, compared with simple use jet pump, unit construction area, little power consumption, efficiency is higher; 2, having relatively high expectations to suction medium, or do not allow to be sucked by drawing liquid body, or require by the necessary multiple times of filtration of drawing liquid body, even so, on the one hand sucked liquid may be to the corrosion of pump ring, is also that this kind equipment is difficult to bear, and this such vacuum pump is used for pumping liquid simultaneously, efficiency declines to a great extent, substantially identical with the efficiency of jet pump.3, vacuum pump has requirement to intake gas pressure, when the gas vacuum at intake place reaches 0.085Mpa or more during condition of high vacuum degree, the operating efficiency of this type of vacuum pump declines to a great extent, and even can not further improve the vacuum between being evacuated; Three, for the construction equipment of Soft Ground, this device possesses the advantage that adopts vacuum pump construction, and compared with simple use jet pump, unit construction area little power consumption, efficiency are higher.But this device still fails to make up the deficiency of vacuum pump construction, the method of draining simultaneously adopts installing submersible pump in gas water separation tank, draining outside tank, now submersible pump under negative pressure state to draining in outside atmosphere, thereby cause draining difficulty or destroy the negative pressure space in tank, finally having reduced the effect of construction.
Summary of the invention
The technical problems to be solved in the utility model is for the deficiencies in the prior art, proposes a kind of constructor of minimizing labour intensity, saves mass energy consumption, can improve the integrated construction equipment of combined type treatment of soft foundation of construction effect.
The technical problems to be solved in the utility model is achieved through the following technical solutions, a kind of combined type construction of soft soil treatment equipment, be characterized in: comprise the film outlet port that is arranged on the some water of bleeding on soft foundation overlay film, each film outlet port is a supporting one-level gas water separation tank and the water collect tank of being provided with all, top at water collect tank is provided with distributive pipe, the middle part of distributive pipe joins by pipeline and described film outlet port, the lower port of distributive pipe and the water inlet of water collect tank join, the upper port of distributive pipe and one-level gas water separation tank join, all one-level gas water separation tanks all join by exhaust tube and a secondary gas water separation tank, secondary gas water separation tank joins by tube connector and vacuum pump, on the exhaust tube between each one-level gas water separation tank and secondary gas water separation tank, electromagnetic valve is all housed, in each water collect tank, be provided with drinking-water pipe, water collect tank be provided with outward with water collect tank in the drinking-water pipe jet pump I of joining.
The technical problems to be solved in the utility model can also be come further to realize by the following technical programs, interior water inlet at water collect tank is provided with buoyancy electromagnetic valve, buoyancy electromagnetic valve comprises the spool coordinating with water collect tank water inlet, the bottom of spool is provided with the valve rod of vertical setting, lower end at valve rod is provided with armature, the below of armature is fixed with buoyancy tank, between described armature and spool, be provided with the electromagnet being fixedly connected with water collect tank top, between electromagnet and armature, be provided with the outer Compress Spring on valve rod that is enclosed within, in electromagnet outside, be fixed with the guide rod of vertical setting, described armature moves up and down along guide rod, top at water collect tank is provided with air inlet port, in water collect tank, be vertically provided with the blowdown pipe joining with air inlet port, bottom at blowdown pipe is provided with level sensor, the middle part of blowdown pipe is provided with sealing device, on the outer wall of electromagnet one side, be provided with tonifying Qi hole, the push rod of vertical setting is installed in tonifying Qi hole, is provided with the tonifying Qi equalizing valve coordinating with push rod at the top in tonifying Qi hole, tonifying Qi equalizing valve joins by the top of pipeline and blowdown pipe.
The technical problems to be solved in the utility model can also be come further to realize by the following technical programs, and described vacuum pump has been arranged in parallel two.
The technical problems to be solved in the utility model can also be come further to realize by the following technical programs, and described jet pump I has been arranged in parallel two.
The technical problems to be solved in the utility model can also be come further to realize by the following technical programs, in secondary gas water separation tank, is provided with gutter, is provided with the jet pump II of joining with secondary gas water separation tank internal drainage pipe at secondary gas water separation tank outward.
The technical problems to be solved in the utility model can also be come further to realize by the following technical programs, and described jet pump II has been arranged in parallel two.
Compared with prior art, the utility model sucks one-level gas water separation tank and water collect tank by the aqueous vapor in soft foundation by film outlet port, wherein gas is discharged by vacuum pump suction, liquid is discharged by the suction of jet pump I, adopt intelligent control program to make vacuum pump, jet pump I and jet pump II simultaneously or alternation simultaneously, thereby realized the object of soft foundation burst control, reduced constructor's labour intensity, save a large amount of energy consumptions, improved the efficiency of construction.
Accompanying drawing explanation
Fig. 1 is construction equipment schematic diagram of the present utility model;
Fig. 2 is the structural representation of water collect tank.
The specific embodiment
A kind of combined type construction of soft soil treatment equipment, comprise the film outlet port 6 that is arranged on the some water of bleeding on soft foundation overlay film, each film outlet port 6 is a supporting one-level gas water separation tank 9 and the water collect tank 7 of being provided with all, at the top of water collect tank 7, be provided with distributive pipe 16, the middle part of distributive pipe 16 joins by pipeline and described film outlet port 6, the water inlet of the lower port of distributive pipe 16 and water collect tank 7 joins, the upper port of distributive pipe 16 and one-level gas water separation tank 9 join, all one-level gas water separation tanks 9 all join by exhaust tube and a secondary gas water separation tank 4, secondary gas water separation tank 4 joins by tube connector and vacuum pump 3, on the exhaust tube between each one-level gas water separation tank 7 and secondary gas water separation tank 9, electromagnetic valve is all housed, in each water collect tank 7, be provided with drinking-water pipe, outside water collect tank 7, be provided with water collect tank in the drinking-water pipe jet pump I 8 of joining.On the exhaust tube between each one-level gas water separation tank 9 and secondary gas water separation tank 4, pressure vacuum gauge is all housed.The utility model is also provided with circuit control system, circuit control system comprises integrated switch board 2 and point electronic box 10, integrated switch board 2 and vacuum pump 3 are installed in integrated control room 1, integrated control room 1 is an easy service depot, has the function that rainproof, antitheft, safety, convenient operation are safeguarded.The described gas of being extracted out by soft foundation is realized the separation of gas and liquid in one-level gas water separation tank 9 with liquid, gas is extracted out and is discharged in atmosphere by vacuum pump 3, liquid sinks in water collect tank 7, liquid in water collect tank 7 accumulates to certain depth, level sensor 23 is started working, and the jet pump I 8 being connected with water collect tank 7 is started working, and the liquid in water collect tank 7 is extracted out and drained on soft foundation overlay film, increase the vertical load of soft foundation overlay film, thereby the aqueous vapor of accelerating in soft foundation is discharged.
Interior water inlet at water collect tank 7 is provided with buoyancy electromagnetic valve, buoyancy electromagnetic valve comprises the spool 15 coordinating with water collect tank 7 water inlets, the bottom of spool 15 is provided with the valve rod 20 of vertical setting, in the lower end of valve rod 20, be provided with armature 12, the below of armature 12 is fixed with buoyancy tank 11, between described armature 12 and spool 15, be provided with the electromagnet 13 being fixedly connected with water collect tank top, between electromagnet 13 and armature 12, be provided with the outer Compress Spring 18 on valve rod 20 that is enclosed within, the guide rod 14 that is fixed with vertical setting in electromagnet 13 outsides, described armature moves up and down along guide rod 14; Top at water collect tank is provided with air inlet port, in water collect tank, be vertically provided with the blowdown pipe 22 joining with air inlet port, in the bottom of blowdown pipe 22, be provided with level sensor 23, the middle part of blowdown pipe is provided with sealing device 21, on the outer wall of electromagnet one side, be provided with tonifying Qi hole, the push rod 19 of vertical setting is installed in tonifying Qi hole, the upper end of push rod joins by the top in back-moving spring and tonifying Qi hole, at the top in tonifying Qi hole, be provided with the tonifying Qi equalizing valve 17 coordinating with push rod 19, tonifying Qi equalizing valve 17 joins by the top of pipeline and blowdown pipe 22.Liquid level sensor is also installed in secondary gas water separation tank 4, described point of electronic box 10 joins by cable and level sensor 23, liquid level sensor and electromagnet 13, with the also work of control jet pump I 8 and jet pump II 5 of time-division electronic box, a point electronic box also joins by cable and integrated switch board 2; When liquid level in water collect tank 7 progressively raises, promote buoyancy tank 11 and armature 12 moves up until spool 15 closure set water pot water inlets, when liquid level arrives water collect tank middle water level sensor 23, by a point electronic box control buoyancy electromagnetic valve energising adhesive armature, armature 12 pushes up the bar 19 that bears down on one, thereby opens tonifying Qi compensating air valve 17, and atmosphere enters rapidly in water collect tank, meanwhile jet pump I 8 energising runnings, extract the ponding in water collect tank outside tank out.Now, all the other are respectively organized one-level gas water separation tank 9 and still by vacuum pump 3, are continued to bleed; Along with hydrops in water collect tank progressively reduces, although the buoyancy of buoyancy electromagnetic valve disappears, armature 12 is still by electromagnet 13 adhesives, the therefore still water inlet of closure set water pot of spool 15; When liquid level is low to moderate level sensor 23; by a point electronic box control buoyancy electromagnetic valve power-off; armature 12 is thrown off under deadweight and Compress Spring 18 effects; thereby pull spool 15; push rod 19 resets under elastic force effect simultaneously; tonifying Qi compensating air valve 17 is closed, because the middle part of blowdown pipe protected by sealing device 21, thereby realizes water collect tank inner chamber and outside atmosphere seals completely.Meanwhile, point electronic box disconnects the power supply of jet pump I, and jet pump I also quits work.
Described vacuum pump 3 has been arranged in parallel two; Described jet pump I 8 has been arranged in parallel two; In secondary gas water separation tank 4, be provided with gutter, at secondary gas water separation tank, be provided with the jet pump II 5 of joining with secondary gas water separation tank internal drainage pipe outward; Described jet pump II 5 has been arranged in parallel two.Described vacuum pump 3, jet pump I 8 and jet pump II 5 can be implemented strengthening construction processing to same soft foundation simultaneously or alternately.When the interior vacuum of one-level gas water separation tank 9 reaches designing requirement and keeps after official hour, can close the electromagnetic valve on this exhaust pipe by integrated switch board 2, thereby realize the target of segmentation control.When electromagnetic valve Close All, vacuum pump 3 is out of service.Start jet pump II simultaneously, further aspirate the air-water mixture in secondary gas water separation tank, make more than vacuum in secondary gas water separation tank can reach 0.098Mpa.
Claims (6)
1. a combined type construction of soft soil treatment equipment, it is characterized in that: comprise the film outlet port that is arranged on the some water of bleeding on soft foundation overlay film, each film outlet port is a supporting one-level gas water separation tank and the water collect tank of being provided with all, top at water collect tank is provided with distributive pipe, the middle part of distributive pipe joins by pipeline and described film outlet port, the lower port of distributive pipe and the water inlet of water collect tank join, the upper port of distributive pipe and one-level gas water separation tank join, all one-level gas water separation tanks all join by exhaust tube and a secondary gas water separation tank, secondary gas water separation tank joins by tube connector and vacuum pump, on the exhaust tube between each one-level gas water separation tank and secondary gas water separation tank, electromagnetic valve is all housed, in each water collect tank, be provided with drinking-water pipe, water collect tank be provided with outward with water collect tank in the drinking-water pipe jet pump I of joining.
2. combined type construction of soft soil treatment equipment according to claim 1, it is characterized in that: the interior water inlet at water collect tank is provided with buoyancy electromagnetic valve, buoyancy electromagnetic valve comprises the spool coordinating with water collect tank water inlet, the bottom of spool is provided with the valve rod of vertical setting, lower end at valve rod is provided with armature, the below of armature is fixed with buoyancy tank, between described armature and spool, be provided with the electromagnet being fixedly connected with water collect tank top, between electromagnet and armature, be provided with the outer Compress Spring on valve rod that is enclosed within, in electromagnet outside, be fixed with the guide rod of vertical setting, described armature moves up and down along guide rod, top at water collect tank is provided with air inlet port, in water collect tank, be vertically provided with the blowdown pipe joining with air inlet port, bottom at blowdown pipe is provided with level sensor, the middle part of blowdown pipe is provided with sealing device, on the outer wall of electromagnet one side, be provided with tonifying Qi hole, the push rod of vertical setting is installed in tonifying Qi hole, is provided with the tonifying Qi equalizing valve coordinating with push rod at the top in tonifying Qi hole, tonifying Qi equalizing valve joins by the top of pipeline and blowdown pipe.
3. combined type construction of soft soil treatment equipment according to claim 1, is characterized in that: described vacuum pump has been arranged in parallel two.
4. combined type construction of soft soil treatment equipment according to claim 1, is characterized in that: described jet pump I has been arranged in parallel two.
5. combined type construction of soft soil treatment equipment according to claim 1, is characterized in that: in secondary gas water separation tank, be provided with gutter, be provided with the jet pump II of joining with secondary gas water separation tank internal drainage pipe at secondary gas water separation tank outward.
6. combined type construction of soft soil treatment equipment according to claim 5, is characterized in that: described jet pump II has been arranged in parallel two.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320801769.4U CN203583460U (en) | 2013-12-09 | 2013-12-09 | Combination-type soft foundation treatment construction equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320801769.4U CN203583460U (en) | 2013-12-09 | 2013-12-09 | Combination-type soft foundation treatment construction equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203583460U true CN203583460U (en) | 2014-05-07 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320801769.4U Expired - Lifetime CN203583460U (en) | 2013-12-09 | 2013-12-09 | Combination-type soft foundation treatment construction equipment |
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| Country | Link |
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| CN (1) | CN203583460U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104846804A (en) * | 2015-05-27 | 2015-08-19 | 连云港倍力特科技发展有限公司 | Small combined construction equipment for soft foundation treatment |
| CN105784515A (en) * | 2015-12-08 | 2016-07-20 | 四川大学 | Vacuum ultrasonic vibration fatigue experimental system |
| CN105926580A (en) * | 2016-07-05 | 2016-09-07 | 高琴 | Intelligent combined type soft foundation treatment construction device |
| CN106351205A (en) * | 2016-10-10 | 2017-01-25 | 江苏华西节能装备有限公司 | Vacuum pre-compression unit special for soft foundation treatment |
-
2013
- 2013-12-09 CN CN201320801769.4U patent/CN203583460U/en not_active Expired - Lifetime
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104846804A (en) * | 2015-05-27 | 2015-08-19 | 连云港倍力特科技发展有限公司 | Small combined construction equipment for soft foundation treatment |
| CN104846804B (en) * | 2015-05-27 | 2016-06-22 | 连云港倍力特科技发展有限公司 | Small combined soft foundation processing construction equipment |
| WO2016188136A1 (en) * | 2015-05-27 | 2016-12-01 | 连云港倍力特科技发展有限公司 | Small-scale combined construction equipment for treating soft foundation |
| CN105784515A (en) * | 2015-12-08 | 2016-07-20 | 四川大学 | Vacuum ultrasonic vibration fatigue experimental system |
| CN105926580A (en) * | 2016-07-05 | 2016-09-07 | 高琴 | Intelligent combined type soft foundation treatment construction device |
| CN106351205A (en) * | 2016-10-10 | 2017-01-25 | 江苏华西节能装备有限公司 | Vacuum pre-compression unit special for soft foundation treatment |
| CN106351205B (en) * | 2016-10-10 | 2019-04-02 | 江苏华西节能装备有限公司 | Treatment of soft foundation Special vacuum precompressed unit |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200409 Address after: 222000 No.1, north of Zhenxing Road, Xinpu economic and Technological Development Zone, Haizhou District, Lianyungang City, Jiangsu Province Patentee after: JIANGSU TERUIFEIKE ENVIRONMENTAL PROTECTION TECHNOLOGY Co.,Ltd. Address before: 222000, No. 1, Zhenxing North Road, Sinpo Economic Development Zone, Lianyungang, Jiangsu Patentee before: LIANYUNGANG BEILITE TECHNOLOGY DEVELOPMENT Co.,Ltd. |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20140507 |