CN2148778Y - Multi-function hydraulic pile-pressing machine - Google Patents

Multi-function hydraulic pile-pressing machine Download PDF

Info

Publication number
CN2148778Y
CN2148778Y CN 92242985 CN92242985U CN2148778Y CN 2148778 Y CN2148778 Y CN 2148778Y CN 92242985 CN92242985 CN 92242985 CN 92242985 U CN92242985 U CN 92242985U CN 2148778 Y CN2148778 Y CN 2148778Y
Authority
CN
China
Prior art keywords
pile
piling
stake
dual
pile press
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 92242985
Other languages
Chinese (zh)
Inventor
蔡崇晓
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 92242985 priority Critical patent/CN2148778Y/en
Application granted granted Critical
Publication of CN2148778Y publication Critical patent/CN2148778Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Abstract

The utility model relates to a multifunctional hydraulic pile pressing machine, which is composed of a machine body, a hydraulic system and a pile pressing mechanism, wherein, water or precast concrete is arranged in the machine body having a box type structure, and the hydraulic system comprises three acting walking oil cylinders and a pile pressing oil cylinder. The pile pressing mechanism comprises pile pressing cross beams, a movable balancing mechanism for increasing pressure, a moving cross beam, a fixed cross beam, a pile pressing rack, an electric buffering hammer and a pile. The pile can be in a hollow, solid, circular and polygonal shape. The machine having the advantages of simple structure, low cost and convenience for moving and field transfer can be used for construction on a soft foundation. The machine having high pile pressing capacity and high layer penetrating performance has the functions of pressing, extracting and hammering the pile, filling the pile in a deep hole of a full casing tube in the construction of drilling holes in an oscillating tube, lifting, etc.

Description

Multi-function hydraulic pile-pressing machine
The utility model belongs to the construction implement class, belongs to the pile press class particularly.
Used pile press in building operations, mainly contain rope piling and the piling of static(al) fluid power, recently mainly adopt the static pile press shown in Fig. 7,8, it is made up of long ship 33, short ship 34, lower platform 35, upper mounting plate 36, supporting leg 37, jacking cylinder 38, crane 39, gray iron counterweight 40, walking oil cylinder 17, pile pressing beam 21, piling frame 8, piling oil cylinder 9 and hydraulic system.Being movably walking of this machine is to use fluid power by long and short ship, upper and lower platform, and pivot angle mechanism carries out, and piling is by piling frame, pile pressing beam, clamping device, and the piling oil cylinder carries out.Though it has efficiency of construction height, pollution-free, advantages such as noise is low, but by itself structures shape it following weak point is arranged: 1, pile driving pressure has only and laterally seizes the power silent piling on both sides by the arms, it is poor that single silent piling is worn layer property, often there is stake to press situation not in place, has to cut stake for this reason, cut stake and not only cause waste, and influenced the bearing capacity of stake, make it be difficult to satisfy construction requirement.2, the pile press volume is big, to not pressing with interior skirt piles near 4 meters on wall, must have other pile driver to be cooperated.3, only considered the form of structure of its supporting capacity in design, do not considered rational counterweight mode, needed a large amount of gray iron counterweights, made that the complete machine contact area is little, pressure is big, its long ship ground connection pressure is 6.7T/m 2, short ship is 12.3T/m 2, long and short two ship short ship ground connection pressure when alternately stride moves is 12.3T/m 2, big like this pressure determines this machine not construct on soft foundation.4, performance is single, can only compacting heart precast square pile.5, difficulty is rotated in the complete machine displacement, and use is inconvenient, cost is high, maintenance capacity is big, maintenance cost is high.
The purpose of this utility model mainly is the weak point that exists at above-mentioned pile press, design one simple in structure, cost is low, long service life, easy to maintenance, applicability strong, it is convenient to move transition, can be near the construction of the region in 1 meter in the building, the pile press that can on soft foundation, construct.Pile press also has energy piling, energy pile pulling, can drive piles, can shake a complete set of pipe of pipe bit hole construction deep hole castinplace pile.Can multinomial function such as use as crane.
The purpose of this utility model realizes that in the following manner the multifunctional hydraulic pile press is made up of body, hydraulic means, piling mechanism.In the middle of lower support seat 1 and the upper support body 4 oil cylinder is arranged.Two supporting seats, two supporter middle lower portion are center support base 5, in the middle of the center support base horizontal clamping device 16 are set, and are center steering bearing 18 upward, and fixed cross beam 7 is set on the pivoting support.Moving beam 6 is placed on the fixed cross beam and motion thereon.Moving beam 6 two ends are fixed on the upper support body 4 with pin 13.Be piling frame 8 on the fixed cross beam, dress piling oil cylinder 9, stake 23 in the middle of it.Hang up and beat between dual-purpose frame supporting base 12 and the moving beam 6 pivoting support 17 is set.Hang up and beat to settle on the dual-purpose frame supporting base 12 and hang up and beat dual-purpose frame 15, electronic towards vibration hammer 14.19 1 of oil cylinders of walking are fixed on the upper support body, and one is fixed on the center steering bearing 18.Lower support seat, upper support body, center support base, moving beam, servo-actuated balance weight mechanism 20 are case structure.
Stake 23 is circular or polygonal cylinder stake or ring stake for the cross section, and pile body can be solid or hollow.
Structure of the present utility model and function are described in detail in detail with reference to the accompanying drawings.
Fig. 1 the utility model vertical structure schematic diagram
Fig. 2 the utility model transversary schematic diagram
Fig. 3 flat shape pile sinking structural representation illustration 1
Fig. 4 flat shape pile sinking structural representation illustration 2
Fig. 5 ring shape pile sinking structural representation
Fig. 6 reinforcement servo-actuated balance weight mechanism structural representation
Fig. 7 static pile press vertical structure schematic diagram
Fig. 8 static pile press transversary schematic diagram
With reference to Fig. 1, Fig. 2, the utility model body: lower support seat 1, upper support body 4, center support base 5, moving beam 6, servo-actuated balance weight mechanism 20 are case structure.Water inlet 2, delivery port 3, dress water in it are arranged respectively on lower support seat, upper support body, center support base, the moving beam.Dress concrete precast block in the servo-actuated balance weight mechanism 8.Make behind the employing case structure and the utlity model has following advantage:
1, dress water and placement concrete precast block are made counterweight in case, do not need cast iron to make counterweight, have reduced the consumption of cast iron, also can reduce equipment manufacturing cost 15-20%, and machine also need not be stacked counterweight cast iron outward again, makes construction safety.Water in can be with it when moving transition bleeds off, and it is convenient not only to move transition, and makes equipment transition freight volume reduce 40%, reduce energy consumption;
2, adopt this structure, the ground connection pressure of lower support seat is designed to 7T/m 2, center support base ground connection pressure is 7T/m 2, simultaneously during ground connection, pressure is 3.5T/m to two bases 2, by this ground connection pressure number, this function is constructed on soft foundation;
3, adopt this structure, can produce bigger buoyancy on the water, increase buoyancy again, also buoyancy tank, floating drum can be installed on body, make this function construct, have amphibious property on the water as need.
With reference to Fig. 1,3,5, hang up and beat revolution support 17 is set between dual-purpose frame supporting base 12 and the moving beam 6.Settle on the supporting base 12 and hang up and beat dual-purpose frame 15, hang electronicly on the arm, electronicly move up and down by hanging up and beating the slideway of settling on the dual-purpose frame towards vibration hammer towards vibration hammer 14.Supporting base 12 can be done 360 ° of revolutions on pivoting support 17, make suspension hook 10 can be in its scope of activities hoisting heavy.Hanging up and beating dual-purpose frame can move along the oil cylinder axle.When hanging up and beating dual-purpose frame when moving to the upright position, electronic can be near the region piling in 1 meter in the building towards vibration hammer., electronicly be positioned in the stake when vibration hammer is turned back to the centre position at a machine center with dual-purpose frame when electronic, finish piling work towards vibration hammer.
Two 19 1 of oil cylinders of walking are fixed on the upper support body, one is fixed on the center steering supporting base 18, when control two oil cylinders make two supporting seats, center support seat alternately start to walk with ground connection, move to a direction as two cylinder force, pile press can vertically be moved back and forth and walk; As reciprocating or move back and forth to two different directions respectively, then make pile press finish revolution displacement walking and pipe bit hole large-section in-situ concrete pile is shaken in revolution with the active force of an oil cylinder with the active force of two oil cylinders; Shake when pipe in revolution, the supporting that lands of front and back supporting base place, the state of center support base place built on stilts turns round with cylinder action and to shake.Therefore the walking oil cylinder has the triple-cropping function.
The guide rail mechanism 11 that moves mutually is housed between fixed cross beam and the moving beam.
With reference to Fig. 2,3,4,5, among the figure 22, the top piling collar, 26 connection cords, 27 sash weight ropes, 29 cramping bodies.Clamp stake when the horizontal clamping device 16 that is positioned at center support seat 5 middle parts under 29 effects of clamping oil cylinder, this moment, this machine adopted horizontal clamping silent piling form.With cramping body 29 that pile holder is tight, get final product pile pulling with carrying on the piling oil cylinder.
With hanging up and beating dual-purpose frame 15 that the Center stake that stake 23 hangs in pile press is in place, electronicly be positioned at stake top towards vibration hammer 14, piling cap 24, unclamp horizontal clamping oil cylinder this moment, as 1, to carry on the pile pressing beam 21 with piling oil cylinder 9, ear muff on the pile pressing beam is nested on the piling pawl 25 under the piling cap, 2, at pile pressing beam and 25 covers of piling pawl piling chain 30, this moment, pile press adopted top piling form.Electronic as on the basis of top piling, starting again towards vibration hammer, then this machine adopt top pressure and towards vibration hammer in conjunction with the pile sinking form.This machine also can adopt the electronic form towards the vibration hammer pile sinking of direct usefulness in addition.Pile pressing beam 21 is positioned in the middle of the piling frame 8, moves up and down in piling frame horizontal stroke.
Because this machine has unclamped horizontal clamping device when the back three kinds of pile sinking forms of employing, promptly remove the horizontal chucking power to stake, thus the stake of this machine can to adopt the cross section be the hollow pile body of garden shape or regular polygon.
The utility model adopts ring stake form, and its purpose is: 1, ring stake 31 is because of there being the branch of slubbing, details, and clamping conveniently can reduce horizontal chucking power when piling, and stake can manufacture solid pile or hollow pile like this; 2, can increase the frictional force of stake, thereby improve its one way power ground.
With reference to Fig. 6, this machine servo-actuated balance weight mechanism 20 can improve the piling ability on the basis that does not increase pile press dynamic structure and hydraulic power unit.Its reason is a backhaul power of having utilized the piling oil cylinder.The servo-actuated balance weight mechanism is risen to top dead centre with pile pressing beam, and when the piling oil cylinder produced piling downwards, the servo-actuated counterweight was downward with pile pressing beam, reached the purpose that increases pressure.Supporting roller 32 complete machines are arranged under the servo-actuated balance weight mechanism when being movably walking, the servo-actuated counterweight can be floated on the ground again, moves with complete machine.The servo-actuated counterweight can be adjusted by piling oil cylinder and pile pressing beam according to the size of job site earth bearing strength the pressure size on ground.
The utility model is simple in structure, low, the long service life of cost, and easy to maintenance, applicability is strong, it is convenient to move transition.Body is that case structure can be constructed on soft foundation; Have on the machine electronic towards vibration hammer, region construction that can be in one meter in distance building.This machine structures shape can adopt many power pile sinking mode, make to the utlity model has piling, pile pulling, drive piles, shake multinomial functions such as a complete set of pipe of pipe bit hole construction deep hole bored concrete pile, lifting.

Claims (7)

1, the multifunctional hydraulic pile press, by body, hydraulic means, piling mechanism forms, it is characterized in that lower support seat 1 and upper support body 4, there is oil cylinder the centre, two lower support seats, in the middle of the upper support body is center support base 5, horizontal clamping device 16 is set in the middle of the center support base, go up and be pivoting support 18, fixed cross beam 7 is set on the pivoting support, moving beam 6 is placed on the fixed cross beam and motion thereon, moving beam 6 two ends are fixed on the upper support body 4 with pin 13, be piling frame 8 on the fixed cross beam, dress piling oil cylinder 9 in the middle of it, stake 23, hang up and beat to settle on the dual-purpose frame supporting base 12 and hang up and beat dual-purpose frame 15, electronic towards vibration hammer 14,19 1 of oil cylinders of walking are fixed on the upper support body, and one is fixed on the center steering bearing 18 the lower support seat, the upper support body, center support base, moving beam, servo-actuated balance weight mechanism 20 is case structure.
2, pile press according to claim 1 is characterized in that hanging up and beating being provided with between dual-purpose frame supporting seat 12 and the moving beam 6 to turn round and supports 17.
3, pile press according to claim 1 is characterized in that electronic hanging over towards vibration hammer 14 hang up and beat on dual-purpose frame 15 arms, and hammer body moves up and down by being placed in the slideway of hanging up and beating on the dual-purpose frame.
4, pile press according to claim 1 is characterized in that ear muff on the pile pressing beam 21 is inserted in the piling pawl 25 under the piling cap 24, or cover piling chain 30 between pile pressing beam and the piling pawl 25.
5, pile press according to claim 1 is characterized in that water inlet 2, delivery port 3 are arranged respectively on lower support seat, upper support body, center support base, the moving beam, dress water in it.
6, pile press according to claim 1 is characterized in that dress concrete precast block in the servo-actuated balance weight mechanism.
7, pile press according to claim 1 is characterized in that the cross section of stake 23 is circular or polygonal cylinder stake or ring stake, and pile body can be solid or hollow.
CN 92242985 1992-11-24 1992-11-24 Multi-function hydraulic pile-pressing machine Expired - Fee Related CN2148778Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 92242985 CN2148778Y (en) 1992-11-24 1992-11-24 Multi-function hydraulic pile-pressing machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 92242985 CN2148778Y (en) 1992-11-24 1992-11-24 Multi-function hydraulic pile-pressing machine

Publications (1)

Publication Number Publication Date
CN2148778Y true CN2148778Y (en) 1993-12-08

Family

ID=33782672

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 92242985 Expired - Fee Related CN2148778Y (en) 1992-11-24 1992-11-24 Multi-function hydraulic pile-pressing machine

Country Status (1)

Country Link
CN (1) CN2148778Y (en)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100429355C (en) * 2006-07-11 2008-10-29 南京工业大学 Force-given effect flexible stake composite presser for groundsill and its uses
CN102493453A (en) * 2011-12-06 2012-06-13 湖南新天和工程设备有限公司 Hydraulic dynamic and static cooperation pile pressing machine
CN105544542A (en) * 2016-01-30 2016-05-04 周兆弟 Vibration pile-following device for pile driver
CN106245647A (en) * 2016-08-25 2016-12-21 张赛 The miniature piling equipment in a kind of construction site
CN107882028A (en) * 2017-11-18 2018-04-06 东台市巨力机械制造有限公司 A kind of caterpillar telescopic arm piling machine
CN107989041A (en) * 2016-10-27 2018-05-04 上海工程机械厂有限公司 A kind of static-pressure pile planting machine
CN110424390A (en) * 2019-08-30 2019-11-08 宁波中淳高科股份有限公司 A kind of pile-grafting machine of prefabricated pile implantation
CN111157211A (en) * 2019-12-27 2020-05-15 太重(天津)滨海重型机械有限公司 Large-scale hydraulic pile hammer test bench

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100429355C (en) * 2006-07-11 2008-10-29 南京工业大学 Force-given effect flexible stake composite presser for groundsill and its uses
CN102493453A (en) * 2011-12-06 2012-06-13 湖南新天和工程设备有限公司 Hydraulic dynamic and static cooperation pile pressing machine
CN105544542A (en) * 2016-01-30 2016-05-04 周兆弟 Vibration pile-following device for pile driver
CN106245647A (en) * 2016-08-25 2016-12-21 张赛 The miniature piling equipment in a kind of construction site
CN106245647B (en) * 2016-08-25 2018-12-18 江山锐意科技服务有限公司 A kind of miniature piling equipment in construction site
CN107989041A (en) * 2016-10-27 2018-05-04 上海工程机械厂有限公司 A kind of static-pressure pile planting machine
CN107989041B (en) * 2016-10-27 2023-09-19 上海工程机械厂有限公司 Static pressure pile planting machine
CN107882028A (en) * 2017-11-18 2018-04-06 东台市巨力机械制造有限公司 A kind of caterpillar telescopic arm piling machine
CN107882028B (en) * 2017-11-18 2019-10-29 东台市巨力机械制造有限公司 A kind of caterpillar telescopic arm piling machine
CN110424390A (en) * 2019-08-30 2019-11-08 宁波中淳高科股份有限公司 A kind of pile-grafting machine of prefabricated pile implantation
CN111157211A (en) * 2019-12-27 2020-05-15 太重(天津)滨海重型机械有限公司 Large-scale hydraulic pile hammer test bench

Similar Documents

Publication Publication Date Title
CN2148778Y (en) Multi-function hydraulic pile-pressing machine
CN110952550A (en) Suspension self-supporting type piling method and piling machine
CN201581399U (en) Holding type static-pressure immersed tube pile machine
CN210855047U (en) Be suitable for transmission material between reverse construction method floor with small-size swing arm formula electric hoist
CN211113627U (en) Unsettled self-supporting formula pile driver
CN202131986U (en) Pile driver
CN1110609C (en) Portable flood controlling emergency pile driver and self-propelled flood controlling emergency pile driver
CN208376906U (en) Shift unit, dynamic compaction machinery, crane, continuous wall grab chute forming machine and rotary drilling rig
CN1920184A (en) Self-hammering piling method
CN1034750C (en) Anchor beam type hydrostatic piledriving method and equipment thereof
CN2597548Y (en) Hydraulic pile hammer
CN113356179B (en) Treatment method of hydraulic structure foundation
CN2401594Y (en) Drop hammer pile driver
CN201459727U (en) Pile driving frame of vibratory pile hammer
CN2307822Y (en) Rockbolt static pressure steel pipe pile device
CN2284813Y (en) Multi-functional vibrating pile driver
CN210421090U (en) Middle-arranged inclined pile pressing machine
CN210421089U (en) Middle-arranged inclined pile pressing machine for supporting single-row construction of support-free prefabricated inclined piles of foundation pit
CN1793521A (en) Optimizing frictional resistance bored concrete pile construction equipment and its bored concrete pule and construction method thereof
CN110606439A (en) Be suitable for transmission material between reverse construction method floor with small-size swing arm formula electric hoist
CN2740667Y (en) Top-pressure hydraulic vibrating pile press
CN214940120U (en) Pile supporting device of ultra-large pile driving ship
CN2459350Y (en) Pile core concrete grouting machine for artificial holing pile
CN216379703U (en) Vehicle-mounted pile driver
CN217710710U (en) Pile pulling device for building construction

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C15 Extension of patent right duration from 15 to 20 years for appl. with date before 31.12.1992 and still valid on 11.12.2001 (patent law change 1993)
RN01 Renewal of patent term
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