CN103061263A - Spraying-type deslagging method - Google Patents

Spraying-type deslagging method Download PDF

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Publication number
CN103061263A
CN103061263A CN201110328891XA CN201110328891A CN103061263A CN 103061263 A CN103061263 A CN 103061263A CN 201110328891X A CN201110328891X A CN 201110328891XA CN 201110328891 A CN201110328891 A CN 201110328891A CN 103061263 A CN103061263 A CN 103061263A
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CN
China
Prior art keywords
well
slurry
pipeline
pressure
original
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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
CN201110328891XA
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Chinese (zh)
Inventor
周承利
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Individual
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Individual
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Priority to CN201110328891XA priority Critical patent/CN103061263A/en
Publication of CN103061263A publication Critical patent/CN103061263A/en
Pending legal-status Critical Current

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Abstract

Provided is a pressure-spraying-type deslagging method. A movable retaining cylinder 6 is added to the upper portion of an original retaining cylinder 5. A deslagging port 3 is formed in the upper portion of the movable retaining cylinder 6, and an original deslagging port 2 is narrowed so that the flow of the original deslagging port 2 is smaller than that of a slurry pump. When the slurry pump 4 constantly pumps slurry into a well, two slurry surfaces with different heights are formed. The lower slurry surface bears pressure produced by the higher slurry surface under the action of gravity. A pipeline 7 is tightly connected with the deslagging port 2 and extends into a position above an iron hammer 1 in the well. Heavy sediments and rocks and the like in the well enter the pipeline and spray upwards out of the well along with the pipe under the action of buoyancy and pressure of the higher slurry surface.

Description

Spray formula method for discharging residue
Technical field:
When the present invention relates to repair bridge and railway, beat the Slagoff method of the impactor of pier use.
Background technology:
At present, repair bridge and railway, beat the impactor that pier uses, Piling speed is slow, and efficient is low, and energy consumption is large.Tracing it to its cause is that the impactor employing is the buoyancy method for discharging residue, is exactly the interior silt rock of well etc., impacts into the floatable lighter particle of mud by iron hammer, floats to slag-drip opening and discharges; And heavier particle must be through repeated stock, diminish, lighten can float till.So Piling speed is slow, inefficiency, energy consumption is large.
In sum: spy of the present invention provides a kind of pressure spray formula method for discharging residue.
Be exactly on original casing, add a movable casing, it highly has (1-1.5) rice to get final product.Dwindle former slag-drip opening and make its flow less than the flow of slush pump, sample has just formed two different mud faces of height.The mud face of lower just has been subject to the pressure that the mud of eminence mud face produces under action of gravitation, the size of its pressure is directly proportional with difference in height between the two.The lower slag-drip opening closely links to each other with pipeline, and pipeline stretches into the top (pipeline will have stronger anti-pressure ability) of the inherent iron hammer of well.Heavier particle enters pipeline under buoyancy and the pressure-acting from the mud face of eminence in the well like this, go up with pipe to spray outside the well.Accelerate Piling speed with this, raise the efficiency, reduce energy consumption.
The specific embodiment:
Add a movable casing 6 on casing 5, topmost has slag-drip opening 3, and the slag-drip opening 2 of casing 5 closely links to each other with pipeline 7, and pipeline 7 stretches into the top of the inherent iron hammer 1 of well.When slush pump 4 continuous pump mud enter in the well, because the flow of slag-drip opening 2 is unnecessary through slag-drip opening 3 discharges less than the flow of slush pump, kept thus highland mud face.Iron hammer 1 takes up silt rock etc. and enters pipeline 7 outside slag-drip opening 2 ejection wells when impacting up and down.
Accompanying drawing: Fig. 1 is generalized section.

Claims (3)

1. utilize the height liquid level poor and the pressure that produces makes liquid have certain speed.Can rush heavier particle, and the outer Slagoff method of ejection well.
2. 1 described as requested: the lower slag-drip opening closely links to each other with pipeline, and is movable.Pipeline can be with the degree of depth increase of well to transferring.
3. be convenient working and grouting, casing is divided into up and down two parts, and top is movable.
CN201110328891XA 2011-10-18 2011-10-18 Spraying-type deslagging method Pending CN103061263A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201110328891XA CN103061263A (en) 2011-10-18 2011-10-18 Spraying-type deslagging method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201110328891XA CN103061263A (en) 2011-10-18 2011-10-18 Spraying-type deslagging method

Publications (1)

Publication Number Publication Date
CN103061263A true CN103061263A (en) 2013-04-24

Family

ID=48104130

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201110328891XA Pending CN103061263A (en) 2011-10-18 2011-10-18 Spraying-type deslagging method

Country Status (1)

Country Link
CN (1) CN103061263A (en)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57174532A (en) * 1981-04-20 1982-10-27 Kobe Steel Ltd Method and apparatus for penetrating steel pipe pile into rock bed by dead weight type excavator
US4592425A (en) * 1981-10-13 1986-06-03 Oliver Jr John E Process to remove settled solids from completion brines
CN2067748U (en) * 1990-06-30 1990-12-19 郑州勘察机械厂 Long pipe water closing type pumping recycle back device for residue extraction
CN1332309A (en) * 2001-08-03 2002-01-23 宁晋生 Directly sucking and reversely circular bottom slag-removing method and equipment before filling concrete for drilling cast-in-situ pile
CN201614592U (en) * 2009-11-27 2010-10-27 武汉京冶地基基础工程有限责任公司 Device capable of separating mud in piling

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57174532A (en) * 1981-04-20 1982-10-27 Kobe Steel Ltd Method and apparatus for penetrating steel pipe pile into rock bed by dead weight type excavator
US4592425A (en) * 1981-10-13 1986-06-03 Oliver Jr John E Process to remove settled solids from completion brines
CN2067748U (en) * 1990-06-30 1990-12-19 郑州勘察机械厂 Long pipe water closing type pumping recycle back device for residue extraction
CN1332309A (en) * 2001-08-03 2002-01-23 宁晋生 Directly sucking and reversely circular bottom slag-removing method and equipment before filling concrete for drilling cast-in-situ pile
CN201614592U (en) * 2009-11-27 2010-10-27 武汉京冶地基基础工程有限责任公司 Device capable of separating mud in piling

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Application publication date: 20130424