CN104344074A - Grille jacking and rushing device - Google Patents

Grille jacking and rushing device Download PDF

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Publication number
CN104344074A
CN104344074A CN201410473228.2A CN201410473228A CN104344074A CN 104344074 A CN104344074 A CN 104344074A CN 201410473228 A CN201410473228 A CN 201410473228A CN 104344074 A CN104344074 A CN 104344074A
Authority
CN
China
Prior art keywords
jacking
steel sleeve
grille
sleeve
top ring
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
CN201410473228.2A
Other languages
Chinese (zh)
Inventor
冯大永
倪洪源
李雪松
周伟光
郭思博
孟宪金
刘超
曾士伟
李永刚
屈志伟
司浩亮
肖苏宸
高秋华
肖丽华
汪澜
徐明越
彭述强
侯龙峰
王庆峰
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.)
Liaohe Petroleum Exploration Bureau
Original Assignee
Liaohe Petroleum Exploration Bureau
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 Liaohe Petroleum Exploration Bureau filed Critical Liaohe Petroleum Exploration Bureau
Priority to CN201410473228.2A priority Critical patent/CN104344074A/en
Publication of CN104344074A publication Critical patent/CN104344074A/en
Pending legal-status Critical Current

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Classifications

    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L1/00Laying or reclaiming pipes; Repairing or joining pipes on or under water
    • F16L1/024Laying or reclaiming pipes on land, e.g. above the ground
    • F16L1/028Laying or reclaiming pipes on land, e.g. above the ground in the ground

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

The invention relates to the technical field of pipe jacking construction of long-distance pipelines, in particular to a grille jacking and rushing device. A grille top head of the device comprises a steel sleeve I, a radial grille is arranged on the inner wall of the front end of the steel sleeve I, and a top ring I is fixedly arranged on the inner wall of the middle part of the steel sleeve I; a jacking device comprises a steel sleeve II, a top ring II is arranged on the inner wall of the steel sleeve II and can move in the steel sleeve II, the cylinder bodies of a plurality of hydraulic cylinders are uniformly fixed on the front end face of the top ring II, the pistons of the hydraulic cylinders directly face to the rear end face of the top ring I, and The rear end of the steel sleeve I is sleeved by the front end of the steel sleeve II. The grille jacking and rushing device solves the collapse problem occurring in the pipe jacking process of pebble sections, sand gravel sections and silty sand sections, reduces a security risk, can precisely regulate center deviation and axis deviation of sleeve jacking, improves the penetration quality, greatly improves the construction progress, is easy to operate on site, and saves construction cost. The grille jacking and rushing device overcomes the defects that the current jacking device is slow in jacking speed and has potential safety hazards.

Description

Grid top flushing device
Technical field:
The present invention relates to a kind of long distance pipeline pipe jacking construction technique field, particularly a kind of grid top flushing device.
Background technique:
In cobble location, sand gravel location, the construction of silty sand location, because soil property viscosity is little, one-tenth arch is poor, holding tube of easily caving in, there is highway cave-in accident in long distance pipeline.Mainly adopt in current construction and add pipe cap foremost at jacking sleeve pipe, operator cut the earth all the time in pipe cap, can reduce risk of caving in, but also there is certain incipient slump damage, and move speed is comparatively slow, and efficiency of construction is low.
Summary of the invention:
The technical problem to be solved in the present invention is to provide a kind of grid top flushing device, the arrangement achieves the problem of caving in solving and occur in cobble location, sand gravel location, silty sand location push pipe process, reduce security risk, can the centre deviation of fine adjustment sleeve pipe jacking and misalignment of axe, improve and pass through quality, greatly improve construction speed, scene is easy to operation, saves construction cost.Overcome existing jacking mechanism move speed slow, there is the deficiency of potential safety hazard.
The technical solution used in the present invention is: a kind of grid top flushing device, is made up of grid top and jacking mechanism; Grid top comprises Steel Sleeve I, and Steel Sleeve I front inner wall is provided with radial grid, in the middle part of Steel Sleeve I, inwall is fixed with apical ring I; Jacking mechanism comprises Steel Sleeve II, Steel Sleeve II inwall is provided with apical ring II, apical ring II can move in Steel Sleeve II, the cylinder body of multiple hydraulic jack is evenly fixed on apical ring II front-end face, the piston of hydraulic jack is just to the ear end face of apical ring I, and Steel Sleeve II front end sleeve is on Steel Sleeve I rear end.
The number of hydraulic jack is 4.
The invention has the beneficial effects as follows: the present invention is owing to have employed the mode of radial grid and hydraulic jack jacking, thus there is the function solving the problem of caving in occurred in cobble location, sand gravel location, silty sand location push pipe process, reduce security risk, can the centre deviation of fine adjustment sleeve pipe jacking and misalignment of axe, improve and pass through quality, greatly improve construction speed, scene is easy to operation, saves construction cost.
Accompanying drawing illustrates:
Below in conjunction with the drawings and specific embodiments, the present invention will be further described in detail.
Fig. 1 is structural representation of the present invention.
Fig. 2 is the sectional view of Fig. 1.
Fig. 3 is the right elevation of Fig. 1.
Embodiment:
As shown in Figure 1, Figure 2, Figure 3 shows, a kind of grid top flushing device, is come directly towards by grid and jacking mechanism forms; Grid top comprises Steel Sleeve I 1, and Steel Sleeve I 1 front inner wall is provided with radial grid 3, in the middle part of Steel Sleeve I 1, inwall is fixed with apical ring I 4; Jacking mechanism comprises Steel Sleeve II 2, Steel Sleeve II 2 inwall is provided with apical ring II 5, apical ring II 5 can move in Steel Sleeve II 2, the cylinder body of 4 hydraulic jacks 6 is evenly fixed on apical ring II 5 front-end face, the piston of hydraulic jack 6 is just to the ear end face of apical ring I 4, and Steel Sleeve II 2 front end sleeve is on Steel Sleeve I 1 rear end.
In cobble location, gravel location, during the push pipe of silty sand location, first utilize main top oil cylinder the present invention to be headed into and pass through position, then mounting sleeve continues jacking, hydraulic jack 6 is utilized to start jacking according to jacking earth pressure situation, each jacking length is not more than 300mm, then hydraulic jack 6 is return stroke, main top oil cylinder is utilized to continue jacking sleeve pipe, combine closely until jacking mechanism and grid come directly towards, then continue to utilize hydraulic jack 6 jacking, be not more than 300mm, stroke return by hydraulic jack 6, main top oil cylinder is utilized to continue jacking sleeve pipe, until push pipe is complete.Adopt the jacking of 4 hydraulic jacks 6 in the flushing device jack-in process of grid top, construction jacking strength is even, greatly reduces the resistance of push pipe operation in construction, improves construction speed; Jacking construction soil digging operation is carried out all the time in grid top, and radial grid 3 adopts bolt to fix, and according to soil property situation increase and decrease grid quantity, effectively can avoid the silty sand earth fall and fall, reduce and pass through risk; Can adjustment axis and centre deviation by 4 hydraulic jacks 6, improve and pass through quality, guarantee to pass through successfully; The present invention can reuse.
Be understandable that, above about specific descriptions of the present invention, the technological scheme described by the embodiment of the present invention is only not limited to for illustration of the present invention, those of ordinary skill in the art is to be understood that, still can modify to the present invention or equivalent replacement, to reach identical technique effect; Needs are used, all within protection scope of the present invention as long as meet.

Claims (2)

1. a grid top flushing device, is come directly towards by grid and jacking mechanism forms; It is characterized in that: grid top comprises Steel Sleeve I (1), and Steel Sleeve I (1) front inner wall is provided with radial grid (3), Steel Sleeve I (1) middle part inwall is fixed with apical ring I (4); Jacking mechanism comprises Steel Sleeve II (2), Steel Sleeve II (2) inwall is provided with apical ring II (5), apical ring II (5) can move in Steel Sleeve II (2), the cylinder body of multiple hydraulic jack (6) is evenly fixed on apical ring II (5) front-end face, the piston of hydraulic jack (6) is just to the ear end face of apical ring I (4), and Steel Sleeve II (2) front end sleeve is on Steel Sleeve I (1) rear end.
2. according to grid top according to claim 1 flushing device, it is characterized in that: the number of described hydraulic jack (6) is 4.
CN201410473228.2A 2014-09-17 2014-09-17 Grille jacking and rushing device Pending CN104344074A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201410473228.2A CN104344074A (en) 2014-09-17 2014-09-17 Grille jacking and rushing device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201410473228.2A CN104344074A (en) 2014-09-17 2014-09-17 Grille jacking and rushing device

Publications (1)

Publication Number Publication Date
CN104344074A true CN104344074A (en) 2015-02-11

Family

ID=52500278

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201410473228.2A Pending CN104344074A (en) 2014-09-17 2014-09-17 Grille jacking and rushing device

Country Status (1)

Country Link
CN (1) CN104344074A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108506015A (en) * 2018-06-07 2018-09-07 北京住总集团有限责任公司 Excavate the construction method of artificial push pipe and application Pipe Jacking in a kind of Large Diameter Pipeline point storehouse

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005248512A (en) * 2004-03-03 2005-09-15 Taisei Corp Interposition pipe-jacking machine and split caisson-body interposition jacking method
CN202302301U (en) * 2011-09-26 2012-07-04 中国石油天然气集团公司 Steel pipe cap used for top pipe in silty sand district
CN202834382U (en) * 2012-07-02 2013-03-27 中国石油化工股份有限公司 Pipe pushing headpiece used for condition of sludge clay
CN203394532U (en) * 2013-07-31 2014-01-15 天津超威千斤顶有限公司 Large-diameter hand-dug pipe-jacking tunneling machine

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005248512A (en) * 2004-03-03 2005-09-15 Taisei Corp Interposition pipe-jacking machine and split caisson-body interposition jacking method
CN202302301U (en) * 2011-09-26 2012-07-04 中国石油天然气集团公司 Steel pipe cap used for top pipe in silty sand district
CN202834382U (en) * 2012-07-02 2013-03-27 中国石油化工股份有限公司 Pipe pushing headpiece used for condition of sludge clay
CN203394532U (en) * 2013-07-31 2014-01-15 天津超威千斤顶有限公司 Large-diameter hand-dug pipe-jacking tunneling machine

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108506015A (en) * 2018-06-07 2018-09-07 北京住总集团有限责任公司 Excavate the construction method of artificial push pipe and application Pipe Jacking in a kind of Large Diameter Pipeline point storehouse

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Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C02 Deemed withdrawal of patent application after publication (patent law 2001)
WD01 Invention patent application deemed withdrawn after publication

Application publication date: 20150211