CN105178318B - A kind of steel pipe downcast pipe well removal method - Google Patents

A kind of steel pipe downcast pipe well removal method Download PDF

Info

Publication number
CN105178318B
CN105178318B CN201410235441.XA CN201410235441A CN105178318B CN 105178318 B CN105178318 B CN 105178318B CN 201410235441 A CN201410235441 A CN 201410235441A CN 105178318 B CN105178318 B CN 105178318B
Authority
CN
China
Prior art keywords
well
pipe
pipe well
jack
steel
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.)
Active
Application number
CN201410235441.XA
Other languages
Chinese (zh)
Other versions
CN105178318A (en
Inventor
杨前
商敬利
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.)
China MCC20 Group Corp Ltd
Original Assignee
China MCC20 Group Corp 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 China MCC20 Group Corp Ltd filed Critical China MCC20 Group Corp Ltd
Priority to CN201410235441.XA priority Critical patent/CN105178318B/en
Publication of CN105178318A publication Critical patent/CN105178318A/en
Application granted granted Critical
Publication of CN105178318B publication Critical patent/CN105178318B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Earth Drilling (AREA)
  • Revetment (AREA)

Abstract

The present invention relates to tube well construction.A kind of steel pipe downcast pipe well removal method of the present invention, including:Four hangs muscles of welding are evenly arranged in pipe well outer wall when sinking and setting precipitation steel tube well, hangs muscle welds together with downcast well pipe interruption, and one suspension ring of welding are spaced in hangs muscle;Fillter section outer wall when setting steel tube well that sinks is wrapped up using nylon gauze, and remaining lengths of steel pipes outer wall is wrapped up with hangs muscle using plastic sheeting, isolates contact of the well casing with the soil body;After precipitation pipe well is using terminating, the base of frame shape is set in pipe well mouthful, four jack are symmetrical arranged on base, jack jacking position sets undercarriage, and undercarriage sets lifting rope with pipe well top suspension ring corresponding position, and lifting rope is connected with the suspension ring at the top of pipe well;Then start jack, gradually extract pipe well;After the Overstroke of jack, jack is resetted, lifting rope is connected next position suspension ring again, and so on pull out pipe well.The present invention is reduced to potential safety hazard and the pollution to environment.

Description

A kind of steel pipe downcast pipe well removal method
Technical field
The present invention relates to tube well construction, more particularly to steel pipe downcast tube well construction.
Background technology
The precipitation steel tube well being commonly used at present generally can be all being abandoned in the soil body of underground after dewatering construction terminates, because of steel Pipe well is embedded in the soil body for a long time, and outer wall corrosion is engaged with the soil body makes steel tube well outer wall increase with the frictional force of the soil body, it is impossible to Pull out, the depth of part reduced pressure dewatering well can even exceed 60m, these are retained in the steel pipe that underground cannot take out can be over time Passage progressively corrosion, underground water and soil resources are polluted.
The content of the invention
It is contemplated that overcoming the defect of prior art, there is provided a kind of steel pipe downcast pipe well removal method.It is of the invention simple It is easy to operate, reduce to potential safety hazard and the pollution to environment.
In order to solve the above-mentioned technical problem, a kind of steel pipe downcast pipe well removal method of the invention, it includes:
Step one, 4 hangs muscles of welding, the same downcast well pipe of hangs muscle are evenly arranged when sinking and setting precipitation steel tube well in pipe well outer wall Interruption welds together, and a suspension ring are welded every 600 ~ 1000mm in hangs muscle;
Step 2, heavy fillter section outer wall when setting steel tube well wrapped up using nylon gauze play filtering and isolation outer wall of steel pipe with Soil body contact action, remaining lengths of steel pipes outer wall is wrapped up with hangs muscle using plastic sheeting, isolates contact of the well casing with the soil body, is reduced Frictional resistance during tube drawing;
Step 3, after precipitation pipe well is using terminating, the base of the good frame shape of pre-production is set in pipe well mouthful, right on base Claim to set four jack, jack jacking position sets the undercarriage of pre-production, and undercarriage is corresponding with pipe well top suspension ring Position sets lifting rope, and lifting rope is connected with the suspension ring at the top of pipe well;
Step 4, then starts jack, and pipe well will gradually be pulled out;During tube drawing after the Overstroke of jack, will Jack resets, and again the next position suspension ring in lifting rope connection well casing hangs muscle, and so on, pipe well is smoothly pulled out.
A kind of described steel pipe downcast pipe well removal method, the step 4 kind is to prevent deeper pipe well hole during extraction Wall is caved in, and rubble can be inserted in pipe well, and when pipe well is pulled up, the steel wire buckle in shaft bottom can be opened under the gravity of rubble, Shaft bottom will depart from pipe well.
Present invention process principle is simple, is easy to operation, the potential safety hazard that lifting power inequality is brought when solving crane tube drawing. Well casing local pressure cannot be pulled out with well casing and tear that to disconnect the safety for producing hidden suddenly when hangs muscle, the use of suspension ring solve tube drawing Suffer from.Well casing after extraction can be utilized repeatedly, and long-term use can produce considerable economic benefit and social benefit.The present invention can be over the ground Lower water and soil resources play a protective role, and response country is to engineering construction low stain, non-harmful requirement.
Brief description of the drawings
Below in conjunction with the accompanying drawings, invention is further described:
Fig. 1 is elevational schematic view of the present invention;
Fig. 2 is A-A directions view in Fig. 1.
Specific embodiment
As shown in figure 1, being evenly arranged four hangs muscles 2 of welding in the outer wall of pipe well 1 when sinking and setting precipitation steel tube well, hangs muscle can be same Downcast well pipe interruption welds together, and a suspension ring 3 are welded every 600 ~ 1000mm in hangs muscle, heavy fillter section when setting steel tube well Outer wall is wrapped up using nylon gauze and plays filtering and isolation outer wall of steel pipe and soil body contact action, remaining lengths of steel pipes outer wall and hangs muscle Wrapped up using plastic sheeting, isolate contact of the well casing with the soil body, reduce frictional resistance during tube drawing.Precipitation pipe well is using terminating Afterwards, the good base 4 of pre-production is set in pipe well mouthful, four jack 5 is symmetrical arranged on base, jack jacking position is set The undercarriage 6 of pre-production, undercarriage sets lifting rope 7, the suspension ring 8 at the top of lifting rope and pipe well with pipe well top suspension ring corresponding position Connection, then starts jack, and pipe well will gradually be pulled out.It is to prevent deeper pipe well hole wall collapse during extraction, can be in pipe Rubble is inserted in well, when pipe well is pulled up, the steel wire buckle in shaft bottom can be opened under the gravity of rubble, and shaft bottom will be with pipe well Depart from.During tube drawing after the Overstroke of jack, jack is resetted, the next position suspension ring in connection well casing hangs muscle, so Back and forth, pipe well is smoothly pulled out.
Fig. 2 is shown one embodiment of the present of invention, and in the present embodiment, base is fabricated to square frame according to pipe well size Shape, and undercarriage is fabricated to matrix pattern, jack is arranged on base corner, and is supported on four angles of undercarriage.
Accordingly, base and undercarriage only need size and pipe well to match, and its shape can be arbitrary shape,
Terrace conditions permit is such as run into, jack directly can be placed on pipe well surrounding ground.

Claims (2)

1. a kind of steel pipe downcast pipe well removal method, it is characterised in that it includes:
Step one, 4 hangs muscles of welding are evenly arranged when sinking and setting precipitation steel tube well in pipe well outer wall, and hangs muscle is interrupted with downcast well pipe Weld together, a suspension ring are welded every 600 ~ 1000mm in hangs muscle;
Step 2, fillter section outer wall when setting steel tube well that sinks is wrapped up using nylon gauze and plays filtering and isolation outer wall of steel pipe and the soil body Contact action, remaining lengths of steel pipes outer wall is wrapped up with hangs muscle using plastic sheeting, isolates contact of the well casing with the soil body, reduces tube drawing When frictional resistance;
Step 3, after precipitation pipe well is using terminating, the base of the good frame shape of pre-production is set in pipe well mouthful, is symmetrically set on base Four jack are put, jack jacking position sets the undercarriage of pre-production, undercarriage and pipe well top suspension ring corresponding position Lifting rope is set, and lifting rope is connected with the suspension ring at the top of pipe well;
Step 4, then starts jack, and pipe well will gradually be pulled out;During tube drawing after the Overstroke of jack, will be very heavy Top resets, and again the next position suspension ring in lifting rope connection well casing hangs muscle, and so on, pipe well is smoothly pulled out.
2. a kind of steel pipe downcast pipe well removal method according to claim 1, it is characterised in that in the step 4, pull out To prevent pipe well hole wall collapse when going out, rubble is inserted in pipe well, when pipe well is pulled up, the steel wire buckle in shaft bottom can be in rubble It is opened under gravity, shaft bottom will depart from pipe well.
CN201410235441.XA 2014-05-30 2014-05-30 A kind of steel pipe downcast pipe well removal method Active CN105178318B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201410235441.XA CN105178318B (en) 2014-05-30 2014-05-30 A kind of steel pipe downcast pipe well removal method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201410235441.XA CN105178318B (en) 2014-05-30 2014-05-30 A kind of steel pipe downcast pipe well removal method

Publications (2)

Publication Number Publication Date
CN105178318A CN105178318A (en) 2015-12-23
CN105178318B true CN105178318B (en) 2017-06-30

Family

ID=54900708

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201410235441.XA Active CN105178318B (en) 2014-05-30 2014-05-30 A kind of steel pipe downcast pipe well removal method

Country Status (1)

Country Link
CN (1) CN105178318B (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107542091A (en) * 2016-06-28 2018-01-05 五冶集团上海有限公司 A kind of puller and application method of well-points dewatering pipe

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006207252A (en) * 2005-01-28 2006-08-10 Hitachi Sumitomo Heavy Industries Construction Crane Co Ltd Pile pull-out machine
CN101418568A (en) * 2007-10-22 2009-04-29 上海隧道工程股份有限公司 Construction method for thrusting diaphragm wall locking pipe
CN102031794A (en) * 2010-06-12 2011-04-27 中铁十六局集团有限公司 Pull-out technology of temporary steel casing of steel pipe column
CN102383421A (en) * 2011-08-30 2012-03-21 李征 Earth discharging pile-forming device arranged at bottom end of synchronous earth-taking pouring pile body vibration sinking pipe and method
CN102493434A (en) * 2011-11-28 2012-06-13 中铁大桥局股份有限公司 Construction method for integrally and quickly hoisting and removing pile head of bored cast-in-place pile

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006207252A (en) * 2005-01-28 2006-08-10 Hitachi Sumitomo Heavy Industries Construction Crane Co Ltd Pile pull-out machine
CN101418568A (en) * 2007-10-22 2009-04-29 上海隧道工程股份有限公司 Construction method for thrusting diaphragm wall locking pipe
CN102031794A (en) * 2010-06-12 2011-04-27 中铁十六局集团有限公司 Pull-out technology of temporary steel casing of steel pipe column
CN102383421A (en) * 2011-08-30 2012-03-21 李征 Earth discharging pile-forming device arranged at bottom end of synchronous earth-taking pouring pile body vibration sinking pipe and method
CN102493434A (en) * 2011-11-28 2012-06-13 中铁大桥局股份有限公司 Construction method for integrally and quickly hoisting and removing pile head of bored cast-in-place pile

Also Published As

Publication number Publication date
CN105178318A (en) 2015-12-23

Similar Documents

Publication Publication Date Title
CN205530247U (en) Prebored hole bag slip casting stock structure
CN104988915B (en) A kind of prefabricated installation method of detachable steel casing and under water connection beam
CN204298821U (en) Two sleeve pile pulling device
CN106351218A (en) Remediation method for broken tubular pile
CN105350555B (en) A kind of rapid constructing method of dewatering well
CN103790160B (en) A kind of SMW engineering method profile steel pulling and grouting
CN105178318B (en) A kind of steel pipe downcast pipe well removal method
CN106458292B (en) The method for sucking caisson for installing multistage
CN103061324A (en) Underground-inflated liquefied foundation treating device and construction method
CN106677736A (en) Movable shaft dynamic water exploration and plugging device
CN205242382U (en) Recoverable local fender pile
CN106088087B (en) A kind of embedding rock single pile bitubular construction auxiliary device and its construction method
CN103790162B (en) Synchronous mode steel sheet pile stake holes filling device
CN204370413U (en) A kind of steel pile casting
CN204326061U (en) A kind of pile tube be drawn out easily
CN104818738A (en) Small steel storage tank annular wall foundation tank bottom plate taper repairing method
CN205370486U (en) Draw a sediment section of thick bamboo
CN104532832A (en) Steel retaining cylinder and application method thereof
KR101575778B1 (en) Automatic Separating Equipment for Embedded Suction Anchor
CN204000846U (en) Floral tube slip casting uplift pile
CN207452927U (en) Caisson drainage arrangement in a kind of super foundation
CN106544995A (en) Sleeve drilling spud-can
CN106836215A (en) Inside and outside hydraulic pressure autobalance steel pile casting
CN202450511U (en) Grouting device
CN204530693U (en) The pile top anti-sticking immersed tube of castinplace pile

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant