CN105569162A - Method for blocking bilge wells - Google Patents

Method for blocking bilge wells Download PDF

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Publication number
CN105569162A
CN105569162A CN201610020137.2A CN201610020137A CN105569162A CN 105569162 A CN105569162 A CN 105569162A CN 201610020137 A CN201610020137 A CN 201610020137A CN 105569162 A CN105569162 A CN 105569162A
Authority
CN
China
Prior art keywords
sink hole
well
shutoff
sewage
downstream
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.)
Pending
Application number
CN201610020137.2A
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Chinese (zh)
Inventor
李新建
孙佳伟
岳远伟
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
BCEG Civil Engineering Co Ltd
Original Assignee
BCEG Civil Engineering Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by BCEG Civil Engineering Co Ltd filed Critical BCEG Civil Engineering Co Ltd
Priority to CN201610020137.2A priority Critical patent/CN105569162A/en
Publication of CN105569162A publication Critical patent/CN105569162A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F1/00Methods, systems, or installations for draining-off sewage or storm water
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F11/00Cesspools
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F5/00Sewerage structures
    • E03F5/22Adaptations of pumping plants for lifting sewage
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F7/00Other installations or implements for operating sewer systems, e.g. for preventing or indicating stoppage; Emptying cesspools
    • E03F7/02Shut-off devices

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  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Pipe Accessories (AREA)

Abstract

The invention discloses a method for blocking bilge wells. The method comprises the steps that 1, an upstream pipe opening connected with the upstream portion of a sewage pipe network is blocked; 2, a sewage pump is arranged in at least one bilge well for pump drainage of sewage; 3, a blocking bag is manually operated through a long rod on a well mouth of a downstream bilge well, and the blocking bag is placed in a water inlet of the downstream bilge well; 4, the bilge well with the sewage pump is observed, and if the water level in the well drops fast and no sewage continues to flow into the well after all the sewage in the well is pumped out, it is indicated that the water inlet of the downstream bilge well is tightly blocked. The blocking bag is pressed in the water inlet of the downstream bilge well through pressure generated by the siphonic effect, a worker does not need to enter the sewage for operation, and the degree of civilized construction is improved. The blocking bag and a sandbag are both connected with ropes for manual operation so that blocking operation can be carried out again conveniently after primary blocking through the blocking bag fails, the worker does not need to go down into the wells to carry the blocking bag or the sandbag, and time and labor are saved.

Description

A kind of method of shutoff sink hole
Technical field
The invention belongs to pipe jacking construction technique field, particularly relate to the method for shutoff sink hole before jacking construction.
Background technology
Construction by pipeline jacking method is exactly the top power by means of jacking device generation in working pit, overcomes the frictional force of pipeline and surrounding soil, the gradient of pipeline by design is headed in soil, and the earthwork is transported.After one pipe joint completes and heads into soil layer, more lower second section pipe continues jacking.This technology is widely used in the non-excavation laying of the various pipelines such as Urban Underground water supply and sewerage pipeline, natural gas petroleum pipeline, communication cable.Adopt this technology to construct, a large number of earth clearance expense can be saved, reduce the blocking of environmental pollution and road, there is significant economic benefit and social benefit.
Preliminary preparation before jacking construction is carried out in the region that there is sewage network, namely carries out draining precipitation by the sink hole that draining means treat construction area.There is drainage in the sink hole in using, needs to stop to the sink hole in boundary of works area, emptying mostly before jacking construction.Regional sewage pipe network to be onstructed is all connected as a whole, and all runs at high water level, for preventing downstream wastewater pipeline from backflowing, needs to carry out shutoff to the downstream mouth of pipe after the sewage of shutoff complete upstream, ensures in boundary of works area anhydrous in sewage network.
Summary of the invention
The object of this invention is to provide a kind of method of shutoff sink hole.
The technical scheme that the present invention solves the problems of the technologies described above is as follows: a kind of method of shutoff sink hole, and as the preliminary preparation before jacking construction is carried out in the region that there is sewage network, described sewage network is made up of the sink hole that at least two are interconnected; The upstream sink hole of described sewage network connects the upstream mouth of pipe, and the downstream wastewater well of sewage network connects the downstream mouth of pipe, and,
Method for blocking comprises the following steps:
Step 1, the upstream mouth of pipe that shutoff is connected with the upstream sink hole of sewage network;
Step 2, arranges foul water pump and carries out sewage pump drainage at least one sink hole;
Step 3, manually utilizes stock to operate plugging bag at the well head place of downstream wastewater well, plugging bag is placed on the water inlet of downstream wastewater well, and plugging bag is pressed on the water inlet of downstream wastewater well by the pressure utilizing siphonic effect to produce;
Step 4, observes and arranges the sink hole of water pump, as very fast in water level decreasing in well and do not have sewage to continue to flow into the water inlet that downstream wastewater well is then described after draining in well shutoff is closely knit.
The method of the present invention's shutoff sink hole as above, further, described plugging bag is connected with for manually-operated rope, the sink hole water level decreasing arranging water pump is not slowly or when substantially declining, reappose, until shutoff is closely knit after utilizing rope to be proposed by plugging bag.
The method of the present invention's shutoff sink hole as above, further, after step 4, manually utilizes stock to operate sandbag at the well head place of downstream wastewater well, utilizes sandbag to suppress described plugging bag.
The method of the present invention's shutoff sink hole as above, further, described sandbag is connected with for manually-operated rope, for resetting the position of sandbag.
The present invention plants the method for shutoff sink hole as above, and further, after step 4, the water pump indwelling arranged in the sink hole of foul water pump is for subsequent use, returns water accident for reply.
The present invention plants the method for shutoff sink hole as above, further, after step 4, after water in sink hole is emptying, to sink hole venting practice, survey malicious measure and check, and enter by professional the hole existed the borehole wall in well and the gap likely leaked adopts antiseepage mortar to repair.
The method of the present invention's shutoff sink hole as above, further, in step 2, described sewage pump drainage uninterruptedly carries out for 24 hours continuously.
The method of the present invention's shutoff sink hole as above, further, the power supply unit of described foul water pump is diesel-driven generator, and the power output of described generator is greater than the general power of described foul water pump.
The invention has the beneficial effects as follows:
Manually stock is utilized plugging bag to be placed on the water inlet of downstream wastewater well at the well head place of downstream wastewater well, plugging bag is pressed on the water inlet of downstream wastewater well by the pressure utilizing siphonic effect to produce cleverly, enter in sewage without the need to workman and operate, improve the degree of civilized construction.Plugging bag and sandbag are all connected with for manually-operated rope, to re-start plugging operations easily after utilizing plugging bag shutoff failure, without the need to moving plugging bag or abrasive band in workman's lower going-into-well, time saving and energy saving.
Accompanying drawing explanation
By detailed description done in conjunction with the following drawings, above-mentioned and/or other aspects of the present invention and advantage will become clearer and be easier to understand, and these accompanying drawings just schematically, do not limit the present invention, wherein:
Fig. 1 is the construction schematic diagram of the shutoff sink hole method of an embodiment of the present invention;
Fig. 2 is the schematic flow sheet of the shutoff sink hole method of an embodiment of the present invention.
In accompanying drawing, the list of parts representated by each label is as follows:
1, sink hole, 11, upstream sink hole, 12, middle part sink hole, 13, downstream wastewater well;
2, the upstream mouth of pipe;
3, the downstream mouth of pipe;
4, foul water pump, 41, gutter;
5, plugging bag, 51, plugging bag rope for traction;
6, sandbag, 61, sandbag rope for traction;
7, sewage conduct.
Detailed description of the invention
Hereinafter, the embodiment of shutoff sink hole method of the present invention is described with reference to the accompanying drawings.
The embodiment recorded at this is specific detailed description of the invention of the present invention, for illustration of design of the present invention, is all explanatory and exemplary, should not be construed as the restriction to embodiment of the present invention and the scope of the invention.Except the embodiment recorded at this, those skilled in the art can also adopt other technical scheme apparent based on the content disclosed in the application's claims and manual, and these technical schemes comprise the technical scheme making any apparent substitutions and modifications adopted the embodiment recorded at this.
The accompanying drawing of this manual is schematic diagram, and aid illustration design of the present invention schematically shows shape and the correlation thereof of each several part.Note that the structure of each parts for the ease of clearly showing the embodiment of the present invention, not according to identical scale between each accompanying drawing.Identical reference marker is for representing identical part.
The method of the shutoff sink hole of an embodiment of the present invention is described below in conjunction with accompanying drawing 1 and Fig. 2, and as the preliminary preparation before jacking construction is carried out in the region that there is sewage network, described sewage network is made up of at least two sink holes be interconnected 1; The upstream sink hole 11 of described sewage network connects the upstream mouth of pipe 2, and the downstream wastewater well 13 of sewage network connects the downstream mouth of pipe 3.In the embodiment shown in fig. 1, sink hole 1 comprises upstream sink hole 11, middle part sink hole 12 and downstream wastewater well 13, and middle part sink hole is communicated with upstream sink hole 11, downstream wastewater well 13 respectively by soil pipe 7.
Method for blocking comprises the following steps:
Step 1, the upstream mouth of pipe 2 that shutoff is connected with the upstream sink hole 11 of sewage network;
Step 2, arranges foul water pump 4 and carries out sewage pump drainage at least one sink hole 1; Sewage is drained into non-jacking construction region by the gutter 41 of foul water pump;
Step 3, manually utilize stock to operate plugging bag 5 at the well head place of downstream wastewater well 13, plugging bag 5 is placed on the water inlet of downstream wastewater well 13, plugging bag 5 is pressed on the water inlet of downstream wastewater well 13 by the pressure utilizing siphonic effect to produce;
Step 4, observes and arranges the sink hole 1 of water pump, as very fast in water level decreasing in well and do not have sewage to continue to flow into the water inlet that downstream wastewater well 13 is described after draining in well shutoff is closely knit.
State in the method for shutoff sink hole of embodiment on the invention, if sink hole is darker, manually be difficult to once utilize stock that plugging bag 5 is placed on the water inlet of downstream wastewater well 13, above-described embodiment is improved further, described plugging bag 5 is connected with for manually-operated rope 51, the sink hole water level decreasing arranging water pump slowly or when substantially not declining, reapposes, until shutoff is closely knit after utilizing rope to be proposed by plugging bag.
State in the method for shutoff sink hole of embodiment on the invention, loosen to prevent plugging bag 5, the water inlet of downstream wastewater well 13 leaks, above-described embodiment is improved further, after step 4, manually utilize stock to operate sandbag at the well head place of downstream wastewater well, utilize sandbag to suppress described plugging bag.
If sink hole is comparatively dark, is manually difficult to once utilize stock that sandbag is suppressed described plugging bag, in a more preferred embodiment, described sandbag is connected with for manually-operated rope, for resetting the position of sandbag.
The method of the shutoff sink hole of the above embodiment of the present invention can also be improved as follows, and after step 4, the water pump indwelling arranged in the sink hole of foul water pump is for subsequent use, returns water accident for reply.
The method of the shutoff sink hole of the above embodiment of the present invention can also be improved as follows, after step 4, after water in sink hole is emptying, to sink hole venting practice, survey malicious measure and check, and enter by professional the hole existed the borehole wall in the sink hole of upstream and the gap likely leaked adopts antiseepage mortar to repair.
The method of the shutoff sink hole of the above embodiment of the present invention can also be improved as follows, in step 2, described sewage pump drainage uninterruptedly carries out for 24 hours continuously, otherwise in sink hole gap, infiltration makes water level rise, cause hydraulic balance inside and outside plugging bag place to cause plugging bag to come off, all that has been achieved is spoiled.
The method of the shutoff sink hole of the above embodiment of the present invention can also be improved as follows, and the power supply unit of described foul water pump is diesel-driven generator, and the power output of described generator is greater than the general power of described foul water pump.Under most of execution conditions, due to the pump power that draws water comparatively large (such as every platform 10KW), push pipe power supply can not reach electricity consumption requirement of drawing water, and therefore draws water when stifled well and adopts diesel-driven generator (as 50KW) to provide 24 hours uninterrupted power sources, to ensure stifled well work continuity.
The explanation having more above-described embodiment can be clear and definite, and the present invention has following beneficial effect:
Manually stock is utilized plugging bag to be placed on the water inlet of downstream wastewater well at the well head place of downstream wastewater well, plugging bag is pressed on the water inlet of downstream wastewater well by the pressure utilizing siphonic effect to produce cleverly, enter in sewage without the need to workman and operate, improve the degree of civilized construction.Plugging bag and sandbag are all connected with for manually-operated rope, to re-start plugging operations easily after utilizing plugging bag shutoff failure, without the need to moving plugging bag or abrasive band in workman's lower going-into-well, time saving and energy saving.
Each technical characteristic of above-mentioned disclosure is not limited to that disclosed with combination that is further feature, other combination that those skilled in the art also can carry out between each technical characteristic according to the object of invention, is as the criterion with the object realizing the present invention.

Claims (8)

1. a method for shutoff sink hole, as the preliminary preparation before jacking construction is carried out in the region that there is sewage network, is characterized in that:
Described sewage network is made up of the sink hole that at least two are interconnected; The upstream sink hole of described sewage network connects the upstream mouth of pipe, and the downstream wastewater well of sewage network connects the downstream mouth of pipe, and
Method for blocking comprises the following steps:
Step 1, the upstream mouth of pipe that shutoff is connected with the upstream sink hole of sewage network;
Step 2, arranges foul water pump and carries out sewage pump drainage at least one sink hole;
Step 3, manually utilizes stock to operate plugging bag at the well head place of downstream wastewater well, plugging bag is placed on the water inlet of downstream wastewater well, and plugging bag is pressed on the water inlet of downstream wastewater well by the pressure utilizing siphonic effect to produce;
Step 4, observes and arranges the sink hole of water pump, as very fast in water level decreasing in well and do not have sewage to continue to flow into the water inlet that downstream wastewater well is then described after draining in well shutoff is closely knit.
2. the method for shutoff sink hole according to claim 1, it is characterized in that, described plugging bag is connected with for manually-operated rope, the sink hole water level decreasing arranging water pump is not slowly or when substantially declining, reappose, until shutoff is closely knit after utilizing rope to be proposed by plugging bag.
3. the method for shutoff sink hole according to claim 2, is characterized in that, after step 4, manually utilizes stock to operate sandbag at the well head place of downstream wastewater well, utilizes sandbag to suppress described plugging bag.
4. the method for shutoff sink hole according to claim 3, is characterized in that, described sandbag is connected with for manually-operated rope, for resetting the position of sandbag.
5. the method for the shutoff sink hole according to any one of claim 1-4, is characterized in that, after step 4, the water pump indwelling arranged in the sink hole of foul water pump is for subsequent use, returns water accident for reply.
6. the method for the shutoff sink hole according to any one of claim 1-4, it is characterized in that, after step 4, after water in sink hole is emptying, to sink hole venting practice, survey malicious measure and check, and enter by professional the hole existed the borehole wall in the sink hole of upstream and the gap likely leaked adopts antiseepage mortar to repair.
7. the method for the shutoff sink hole according to any one of claim 1-4, is characterized in that, in step 2, described sewage pump drainage uninterruptedly carries out for 24 hours continuously.
8. the method for the shutoff sink hole according to any one of claim 1-4, is characterized in that, the power supply unit of described foul water pump is diesel-driven generator, and the power output of described generator is greater than the general power of described foul water pump.
CN201610020137.2A 2016-01-13 2016-01-13 Method for blocking bilge wells Pending CN105569162A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610020137.2A CN105569162A (en) 2016-01-13 2016-01-13 Method for blocking bilge wells

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610020137.2A CN105569162A (en) 2016-01-13 2016-01-13 Method for blocking bilge wells

Publications (1)

Publication Number Publication Date
CN105569162A true CN105569162A (en) 2016-05-11

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Application Number Title Priority Date Filing Date
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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108301443A (en) * 2018-04-18 2018-07-20 武汉轻工大学 A kind of safe construction method that oily wastewater well is fire-proof and explosion-proof
CN110258766A (en) * 2019-05-13 2019-09-20 广东水利电力职业技术学院(广东省水利电力技工学校) A kind of safe plugging structure and its installation and method for dismounting
CN113279429A (en) * 2021-07-01 2021-08-20 中国葛洲坝集团生态环境工程有限公司 Plugging structure and plugging method for underground diversion operation

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08333793A (en) * 1995-06-08 1996-12-17 Ohbayashi Corp Alarm type drainage construction method
EP0853165A1 (en) * 1995-09-27 1998-07-15 Komatsu Ltd. Circulating drainage system for sewage pipe installation work
CN2399445Y (en) * 1999-12-23 2000-10-04 李洪奇 Leakage-clogging water bag
CN102052082A (en) * 2010-08-05 2011-05-11 国风 Implosion type expansion plugging bag
CN103195160A (en) * 2013-01-22 2013-07-10 潘勇 Drainage pipeline plug preventing people from going down into well for inspection and using method thereof

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08333793A (en) * 1995-06-08 1996-12-17 Ohbayashi Corp Alarm type drainage construction method
EP0853165A1 (en) * 1995-09-27 1998-07-15 Komatsu Ltd. Circulating drainage system for sewage pipe installation work
CN2399445Y (en) * 1999-12-23 2000-10-04 李洪奇 Leakage-clogging water bag
CN102052082A (en) * 2010-08-05 2011-05-11 国风 Implosion type expansion plugging bag
CN103195160A (en) * 2013-01-22 2013-07-10 潘勇 Drainage pipeline plug preventing people from going down into well for inspection and using method thereof

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108301443A (en) * 2018-04-18 2018-07-20 武汉轻工大学 A kind of safe construction method that oily wastewater well is fire-proof and explosion-proof
CN110258766A (en) * 2019-05-13 2019-09-20 广东水利电力职业技术学院(广东省水利电力技工学校) A kind of safe plugging structure and its installation and method for dismounting
CN113279429A (en) * 2021-07-01 2021-08-20 中国葛洲坝集团生态环境工程有限公司 Plugging structure and plugging method for underground diversion operation

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Application publication date: 20160511

RJ01 Rejection of invention patent application after publication