CN2285321Y - Front positioned pile-pressing machine - Google Patents

Front positioned pile-pressing machine Download PDF

Info

Publication number
CN2285321Y
CN2285321Y CN 97240064 CN97240064U CN2285321Y CN 2285321 Y CN2285321 Y CN 2285321Y CN 97240064 CN97240064 CN 97240064 CN 97240064 U CN97240064 U CN 97240064U CN 2285321 Y CN2285321 Y CN 2285321Y
Authority
CN
China
Prior art keywords
ship
pile
machine
pressing machine
utility
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 - Lifetime
Application number
CN 97240064
Other languages
Chinese (zh)
Inventor
黎志中
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.)
Yongji Building Foundation Co
Original Assignee
Yongji Building Foundation Co
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 Yongji Building Foundation Co filed Critical Yongji Building Foundation Co
Priority to CN 97240064 priority Critical patent/CN2285321Y/en
Application granted granted Critical
Publication of CN2285321Y publication Critical patent/CN2285321Y/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Landscapes

  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Abstract

The utility model relates to a front positioned pile-pressing machine. A main beam is connected with a front ship, a rear ship, a left ship and a right ship to form the pile-pressing machine. The pile-pressing machine can walk forward, backward, leftward, rightward and in the gyration mode. The utility model is characterized in that a hanging machine is arranged on the center of the pile-pressing machine; both ends of the front ship extends and enlarges toward the outer side of the pile-pressing machine on the horizontal direction; a pile-pressing mechanism is fixed on the main beam and is positioned on the outer side of the front ship. The utility model solves the problems that the distance of the utility model and the obstacle must be larger than 2.5 m and does not press a side pile and a corner pile in the narrow space. The utility model has the small distance of the side pile for 0.8 m and the small distance of the corner pile for 0.8*2.9 m.

Description

Front-located mode pile press
The utility model belongs to a kind of equipment of placing stake, specially refers to method of press-fitting skirt piles are pressed into underground equipment.
Existing static pile press, the sort of pile press described in Chinese patent 87105168, body is big, its piling mechanism is in fuselage central authorities, so want at least more than 2.5 meters from the distance of obstruction in the stake, the ability piling, and in the stake from the distance of obstruction during less than 2.5 meters, as usual transform in the city, the place is narrow and small, (descend) pipeline flanging stake for a long time, angle stake on the ground, must be equipped with other kind just can finish, or adopt increase skirt piles machine to finish piling work, thereby cause claim for eot, expense increases.
The purpose of this utility model is, designs a kind ofly can carry out various pressing pile constructions in narrow and small place in the place, comprises the front-located mode pile press of flanging stake and angle stake.
The utility model structure is such, ship before connecting by girder, back ship, left ship, right ship and form a kind of machine, this machine can carry out front and back walkings, about walking and revolution, loop wheel machine is arranged on the central authorities of described stake machine, expansion is stretched out in the horizontal direction in the two ends of preceding ship outside described stake machine, piling mechanism is fixed on the girder and places the outside of preceding ship.
The outside of ship before the utility model is contained in piling mechanism, loop wheel machine is arranged on central authorities, making the distance of the nearest obstruction of distance in the stake is 0.8 meter (distances of the skirt piles of promptly constructing), the nearest perpendicular type obstruction of distance is 0.8 * 2.9 meter (distance of the angle stake of promptly constructing) in the stake, above-mentioned two distances are dwindled greatly than pile press in the past, again because piling mechanism is arranged on the outside of whole stake machine, so can not impact and destroy during construction to obstructions such as place External building thing and underground (on the ground) pipelines.
Fig. 1: embodiment front view
Fig. 2: Fig. 1 removes the vertical view after the counterweight
Fig. 3: clamping platform
Present embodiment is such, form a kind of machine by ship 11, back ship 9, left ship 13, right ship 10 before girder 16 connections, this machine can carry out front and back walkings, about walking and revolution, loop wheel machine 6 is arranged on the central authorities of above-mentioned stake machine, expansion is stretched out at the two ends of preceding ship 11 in the horizontal direction outside machine, piling mechanism 3 is fixed on the girder 16 and places the outside of preceding ship 11.
As shown in Figure 1: girder 16 is connected with preceding ship 11, back ship 9, right ship 10, and loop wheel machine 6 is arranged on central authorities, and piling mechanism 3 is fixed on the girder 16 and places the outside of preceding ship 11.For whole stake machine center of gravity is reduced, preceding ship 11 and back ship 9 are provided with counterweight 12 and counterweight 8 respectively; Girder 16 is provided with counterweight 7 and counterweight 6 and places the top of back ship 9 and preceding ship 11 respectively, and piling mechanism 3 also can be provided with counterweight 4; Piling mechanism 3 comprises clamping platform 1 and piling frame 2, and clamping platform 1 is contained in the piling frame 2 and can moves up and down in piling frame 2.
As shown in Figure 2: form a kind of machine by ship 11, back ship 9, left ship 13, right ship 10 before girder 16 connections, this machine can carry out front and back walkings, about walking and revolution, loop wheel machine 6 is arranged on the central authorities of described stake machine: when piling mechanism 3 works in preceding ship 11 outsides, in order to reduce the possibility that causes the machine of falling into because of the ground bearing pressure deficiency, so that expansion is stretched out at the two ends of preceding ship 11 in the horizontal direction outside machine, preferably Shape, only a side enlarges outside machine.
As shown in Figure 3: clamping platform 1 is contained in the piling frame 2, and clamping platform 1 moves up and down in piling frame 2 by several guide rails 14.Clamping platform 1 is provided with a hole 15.
During piling, ship 11, back ship 9, left ship 13 and right ship 10 before moving earlier make a hole 15 aim at a following position, with loop wheel machine 6 hole 16 is put in stake, by clamping platform 1 pile holder is held fixingly, the reaction force by the pressure of oil cylinder 17 and whole stake machine is pressed into stake in the preposition; Piling mechanism 3 move left and right just can the flanging stake, during the two ends of ship 11, just can press apart from the nearest angle stake of obstruction before piling mechanism 3 moves to.

Claims (4)

1. front-located mode pile press, ship before connecting by girder, back ship, left ship, right ship and form a kind of machine, this machine can carry out front and back walkings, about walking and revolution, it is characterized in that: loop wheel machine is arranged on the central authorities of described stake machine, expansion is stretched out to the outside of described stake machine in the horizontal direction in the two ends of preceding ship, and piling mechanism is fixed on the girder and places the outside of preceding ship.
2. front-located mode pile press according to claim 1 is characterized in that: preceding ship (11) and back ship (9) are provided with counterweight (12) and counterweight (8) respectively.
3. front-located mode pile press according to claim 1 is characterized in that: girder (16) is provided with counterweight (7) and counterweight (5) and places the top of back ship (9) and preceding ship (11) respectively.
4. front-located mode pile press according to claim 1 and 2 is characterized in that: preceding ship (11) preferably Shape, only a side enlarges outside machine.
CN 97240064 1997-05-30 1997-05-30 Front positioned pile-pressing machine Expired - Lifetime CN2285321Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 97240064 CN2285321Y (en) 1997-05-30 1997-05-30 Front positioned pile-pressing machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 97240064 CN2285321Y (en) 1997-05-30 1997-05-30 Front positioned pile-pressing machine

Publications (1)

Publication Number Publication Date
CN2285321Y true CN2285321Y (en) 1998-07-01

Family

ID=33949919

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 97240064 Expired - Lifetime CN2285321Y (en) 1997-05-30 1997-05-30 Front positioned pile-pressing machine

Country Status (1)

Country Link
CN (1) CN2285321Y (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102425168A (en) * 2011-12-23 2012-04-25 湖南新天和工程设备有限公司 Asymmetric walking type walking chassis for SMW (soil mixing wall) method pile driver
CN103362150A (en) * 2013-07-20 2013-10-23 江苏久工重型机械股份有限公司 Walking type detection platform for static load of engineering foundation piles
CN104005412A (en) * 2014-06-13 2014-08-27 湖南新天和工程设备有限公司 Hydraulic static pile driver suitable for narrow construction site
CN105696595A (en) * 2016-01-29 2016-06-22 徐州恒兴金桥机械科技有限公司 Multi-direction adjusting mechanism of pile driver

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102425168A (en) * 2011-12-23 2012-04-25 湖南新天和工程设备有限公司 Asymmetric walking type walking chassis for SMW (soil mixing wall) method pile driver
CN103362150A (en) * 2013-07-20 2013-10-23 江苏久工重型机械股份有限公司 Walking type detection platform for static load of engineering foundation piles
CN103362150B (en) * 2013-07-20 2015-05-13 江苏久工重型机械股份有限公司 Walking type detection platform for static load of engineering foundation piles
CN104005412A (en) * 2014-06-13 2014-08-27 湖南新天和工程设备有限公司 Hydraulic static pile driver suitable for narrow construction site
CN105696595A (en) * 2016-01-29 2016-06-22 徐州恒兴金桥机械科技有限公司 Multi-direction adjusting mechanism of pile driver

Similar Documents

Publication Publication Date Title
CN101653994B (en) Lifting garbage compressor
CN101235649A (en) Covered digging system for pit
CN112227739B (en) Auxiliary mounting equipment for assembled building wallboard
CN2285321Y (en) Front positioned pile-pressing machine
CN101691169B (en) Lifting device used on rubbish compression machine (station)
CN210238788U (en) Stable form assembled steel construction building
CN1034750C (en) Anchor beam type hydrostatic piledriving method and equipment thereof
CN2306260Y (en) Crawler running type scaffold for pile-driver
CN211848981U (en) Temporary support device for bridge construction
CN211776474U (en) Can have enough to meet need stand and enclose fender
CN2883254Y (en) Sliding case beam and heavy article sliding appts.
CN2695540Y (en) Integral moving device for fixed building
CN209493853U (en) A kind of support frame structure of high-speed railway attaching scaffold
CN209353348U (en) Steel plate supporting pile structure
CN2186259Y (en) Anchor beam type still press pile machine
CN211679708U (en) Vertical punching machine loading attachment
CN217679121U (en) Assembled steel shotcrete bracket structure
CN2235504Y (en) Composite material ladder-shaped chock for mining use
CN2451632Y (en) Metal structure for laying shallow water zone road
CN217999175U (en) Fender is enclosed in town road construction
CN205742233U (en) A kind of lock catch type single wall cofferdam
CN218621840U (en) Tuyere installation and construction platform for bridge
CN2256438Y (en) Side pile pressing machine
CN215055061U (en) Support frame for construction with protective structure
CN213923870U (en) Multidirectional height-adjustable beam adjusting platform

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CX01 Expiry of patent term