CN2217035Y - Multi-function flexible joint pipe pile - Google Patents

Multi-function flexible joint pipe pile Download PDF

Info

Publication number
CN2217035Y
CN2217035Y CN 94217200 CN94217200U CN2217035Y CN 2217035 Y CN2217035 Y CN 2217035Y CN 94217200 CN94217200 CN 94217200 CN 94217200 U CN94217200 U CN 94217200U CN 2217035 Y CN2217035 Y CN 2217035Y
Authority
CN
China
Prior art keywords
pipe
utility
pile tube
model
pile
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.)
Expired - Fee Related
Application number
CN 94217200
Other languages
Chinese (zh)
Inventor
刘汉叶
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN 94217200 priority Critical patent/CN2217035Y/en
Application granted granted Critical
Publication of CN2217035Y publication Critical patent/CN2217035Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Piles And Underground Anchors (AREA)

Abstract

The utility model provides a multi-function flexible joint pipe pile. A backbone pipe 1, an open guide outer pipe and a closed guide inner pipe 3 are welded through a connecting board, forming the utility model (in the figure 2). The utility model is suitable for a water containing alluvial stratum with any cross-sectional shape and size in various underground engineerings.

Description

Multi-functional active pile tube
The utility model is a kind of supporting, is mainly used in the construction of subway, tunnel, building foundation, underground parking, diversion works and mine working in the soft moisture alluvial formation.
The above-mentioned engineering of construction adopted precipitation, curtain, open caisson more, freezed the special construction method in soft moisture alluvial formation in the past, but these method and apparatus all exist to some extent that equipment is various, complex process, technical difficulty is big, cost is high, inconvenience is extensively adopted drawback.
The utility model provide a kind of simple in structure, with low cost, reusability is high, the construction installation of the underground construction of safe and reliable, the various soft moisture alluviums that are applicable to any section configuration and size.The active enclosed shape blindage that the special-shaped pile tube that the utility model adopts some mutual hinge joints can slide relatively each other constitutes; this blindage is that work plane has been constructed a safe and reliable temporary lining space; and can and work plane synchronous; advance in the same way; operating personnel and construction equipment are under the safeguard protection of this blindage all the time; all slip into the degree of depth of 3~4 meters of work planes in advance owing to constitute all pile tubes of this blindage, so can give full play to the function of its leading precipitation, slip casting, prospecting.
The utility model adopts following scheme: the main pipe 1 of certain-length, with junction plate 4 will be almost with the isometric openings lead outer tube 2 of main pipe 1, closed guiding in pipe 3 be welded as integral body, constitute a pile tube, each other openings lead outer tube 2 pipe 3 in the closure guiding that faces pile tube is mutually assembled again during use, form one several i.e. hinge joints are mutually arranged, the active enclosed shape blindage that can slide relatively again (is seen Fig. 1, Fig. 2).As required, also can be in the middle of the main pipe 1 of pile tube, be equipped with respectively precipitation (diving, vacuum, calm the anger, jet all can), slip casting, tuning various device.For reducing the direction of frontal drag and control pile tube, in main pipe 1 lower end, the stake point of fixing and tuning is housed respectively, and the sword pin is made in the bottom of junction plate 4, pile cover 5 is housed to increase lifting surface area in main pipe 1 upper end.
Utility model only needs to execute a little pressure respectively on each top when construction, just can make all pile tubes successively slip into the predetermined degree of depth, brings into play its intrinsic function.
Fig. 1, Fig. 2 are respectively the utility model structure and adjacent pile tube assembling drawing, wherein: main pipe 1; Pipe 3 in openings lead outer tube 2, the closed guiding; Junction plate 4; Pile cover 5; Stake point 6; Stake tail 7.
Below be most preferred embodiment of the present utility model:
It is the A3 seamless steel pipe of 159mm, wall thickness 7mm, long 6m that the main pipe of pile tube adopts diameter, a diameter 170mm, the shock-resistant steel pile cover of high 100mm cylinder are equipped with in top, there is the direction peg point lower end, the main pipe both sides adopt thick 6mm steel plate to weld pipe in openings lead outer tube and the closed guiding respectively, pipe employing diameter is that 38mm, wall thickness are the 5mm seamless steel pipe in the closed guiding, it is that 60mm, wall thickness are the 8mm seamless steel pipe that the openings lead outer tube adopts diameter, and the junction plate low side made the sword pin, to reduce positive resistance.
Above-mentioned pile tube is used for the driving that diameter is the vertical shaft for mine table soil section loose rock mass of 3.6m, use this device and constitute reliable blindage, and have water shutoff behind leading precipitation, work plane slip casting, the wall, suppress the function of quicksand, waltz through the thick moisture alluvial formation of 195m, and obtained the good result of 45 meters in month one-tenth well.

Claims (4)

1, a kind of active pile tube is made up of main pipe, it is characterized in that by junction plate pipe and guiding outer tube in the relative both sides of main pipe have connected guiding respectively.
2, active pile tube according to claim 1, the outer tube opening that it is characterized in that leading, and interior pipe of guiding of inlaying adjacent pile tube
3, active pile tube according to claim 1 and 2 is characterized in that main top arrangement pile cover, and the direction peg point is installed in the bottom.
4, active pile tube according to claim 1 and 2 is characterized in that the sword pin that make inside and outside guide pipe and junction plate bottom.
CN 94217200 1994-07-11 1994-07-11 Multi-function flexible joint pipe pile Expired - Fee Related CN2217035Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 94217200 CN2217035Y (en) 1994-07-11 1994-07-11 Multi-function flexible joint pipe pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 94217200 CN2217035Y (en) 1994-07-11 1994-07-11 Multi-function flexible joint pipe pile

Publications (1)

Publication Number Publication Date
CN2217035Y true CN2217035Y (en) 1996-01-10

Family

ID=33832710

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 94217200 Expired - Fee Related CN2217035Y (en) 1994-07-11 1994-07-11 Multi-function flexible joint pipe pile

Country Status (1)

Country Link
CN (1) CN2217035Y (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112982411A (en) * 2019-12-16 2021-06-18 江苏金风科技有限公司 Pile feeder and pile feeder assembly

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112982411A (en) * 2019-12-16 2021-06-18 江苏金风科技有限公司 Pile feeder and pile feeder assembly

Similar Documents

Publication Publication Date Title
CN2217035Y (en) Multi-function flexible joint pipe pile
CN112253181B (en) Underground excavation tunnel construction structure and construction method
CN211446886U (en) Secant pile grout stopping wall structure for water-rich karst development geology
CN210315575U (en) Stagnant water envelope of soft soil foundation building foundation ditch
CN107190736A (en) Suitable for the flexible shroud and its construction method of steel reinforcement cage under coral reef geology
CN215332668U (en) Hydroelectric engineering highway tunnel pipe shed creeps into drive protection mechanism
CN206768831U (en) Support, anchor cable post-tensioning HU type building enclosures before a kind of steel pipe
CN214783992U (en) Prestressed inhaul cable device for civil engineering
CN210440034U (en) Municipal transportation tunnel open-closed excavation conversion structure
CN109056649A (en) A kind of sheet pile combination shore protection and its construction method
CN113175331B (en) Rapid construction equipment and method for weak surrounding rock fiber net pre-supporting structure
CN210919078U (en) Tunnel lateral wall reinforcing apparatus is used in coal mine tunnel tunnelling
CN212835639U (en) Pump station water taking head form convenient for underwater construction
CN210605002U (en) Mine microseismic system bottom plate wave detector protection device
CN210515970U (en) Dam safety is with monitoring information display device
CN209780906U (en) Tunnel hole-entering structure
CN217681761U (en) Totally enclosed end reinforced structure of double-line shield tunnel
CN209011082U (en) A kind of assembled peg board combination shore protection
CN213360149U (en) Anchor rod device for enhancing cohesiveness of rock and soil mass
CN205839799U (en) A kind of pipe gallery open-cut props up blocking means
CN212248253U (en) Building foundation pit with shock attenuation effect
CN221236714U (en) Ultra-deep shield originating end reinforcing structure of micro-pressure-bearing water soft soil stratum adjacent existing line
CN212535712U (en) Protection device for coal mining and tunneling
CN210948687U (en) Safety device for mine port
CN217419644U (en) Pile-soil-support combined foundation pit supporting structure

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C19 Lapse of patent right due to non-payment of the annual fee
CF01 Termination of patent right due to non-payment of annual fee