CN2599074Y - Environmental protection type contract press top press dual purpose hydraulic static pole press machine - Google Patents
Environmental protection type contract press top press dual purpose hydraulic static pole press machine Download PDFInfo
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- CN2599074Y CN2599074Y CNU022779825U CN02277982U CN2599074Y CN 2599074 Y CN2599074 Y CN 2599074Y CN U022779825 U CNU022779825 U CN U022779825U CN 02277982 U CN02277982 U CN 02277982U CN 2599074 Y CN2599074 Y CN 2599074Y
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- pile
- press
- oil cylinder
- piling
- pressure
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Abstract
An environmental protection type contract press top press dual purpose hydraulic static pole press machine comprises a vertical moving mechanism, a horizontal moving mechanism and a machine body, wherein the machine body, a pedestal, a beam and a pole-pressing oil cylinder are fixed together in turn, wherein one end of the pole-press oil cylinder and the lower end of a top press gantry are fixed to a pole-clamping case provided with a pole-clamping oil cylinder, the end of which is fixed with pole-clamping jaws. The utility model has two functions including the contract press and the top press and is of high efficiency, fast construction speed, and good feature in stability and safety without noise, vibration or pollution. The utility model can be made into the large-tonnage pole press machine, and provides an advanced engineering mechanics of basic project for the industry of construction of our nation.
Description
Technical field:
The utility model relates to a kind of engineering machinery, is specifically related to the dual-purpose pile press that a kind of construction foundation working is used.
Background technology:
Pile press can be divided into two classes by the piling form, and a class is a hugging pressure type, and promptly the pile clamping box external surface of holding stake tightly by pile-clamp stresses on pile clamping box by the piling oil cylinder again stake is depressed.This hugging pressure type pile press is divided into multiple model according to the big I of pile driving pressure, as hugging pressure type stake machine totally 14 kinds of models is arranged from 60 tons to 1200 tons.Another kind of is top pressing type, promptly by the piling box be buckled in the stake top (upper surface) by wire rope or piling oil cylinder stake is depressed.The pile driving pressure of this top pressing type pile press is generally all little.
Above-mentioned two class pile presss all have defective separately, holding the frictional force that is produced behind the external surface of stake tightly as the pile-clamp of hugging pressure type pile press must be more than or equal to pile driving pressure, for example working as pile driving pressure is 600 ton hours, the friction factor of getting steel jaw and concrete products is 0.35, and then pile locking force should be more than or equal to 1715 tons.Big like this pile locking force is difficult to bear for the hollow concrete pile tube.Simultaneously, pile tube for concrete products, its profile can not be a desirable positive face of cylinder, always has certain ovality or out-of-flatness part, the pile tube of the same specification that each factory produces, its external diameter all has difference, 9 millimeters more than of up, in this case, the jaw surface can significantly reduce with the contact surface on stake surface, thereby in the effect of contact part owing to powerful pile locking force, the pressure of its unit area is just quite big.Even heavy wall pile tube (wall thickness 110mm-125mm) also have clipped broken, the chance of pinch off, and can't bear a folder especially for thin-wall pipe pile (wall thickness 55mm-75mm).
The defective of existing top pressing type stake machine is:
1, stake machine itself does not dispose loop wheel machine at random.By hoist engine stake is dragged to piling around the stake machine during construction, speed of application is slow, and work efficiency is low, and the collision in the towing post process, makes pile body impaired easily.
2, be difficult to make large-tonnage stake machine.Existing top pressing type stake machine is to utilize hoist engine past drop-down by wire rope mostly, or wants 1-2 piece of piling cylinder to be contained on the portal frame toward pressing down.With 200 tons of pile presss is example, is 10 tons wire rope if select single rope tension for use, 20 roads that then will unroll at least, and simultaneously, as long as certain part of wire rope is impaired, hundreds of rice wire rope must all be changed, and has increased construction cost.If toward pressing down, its pile driving pressure generally also can only be about 300 tons, and to towering portal frame, its guiding problem also is difficult to solution with 1-2 piece of oil cylinder.
3, the verticality of pile body and horizontal plane is difficult to control.Because after pile body was dragged to the piling position, pile body was in and hangs a free state, without any constraint.
4, the height of roof pressure portal frame is too high.Long with 13 meters stakes is example, and the height of its roof pressure portal frame reaches 17-22 rice, and high like this portal frame is all influential to the stability and the safety of portal frame itself and complete machine, and is adorned, tears open, transports and bring many troubles.
The utility model content:
Technical problem to be solved in the utility model is: solve existing hugging pressure type pile press pile locking force and must be far longer than pile driving pressure thereby easily clip broken the pinch off pile tube; it is difficult that top pressing type stake machine hangs stake; pile body is easily impaired; speed of application is slow; work efficiency is low; the pile body verticality is difficult to control; the roof pressure portal frame is too high; stability and poor stability; be difficult to make the problem of large-tonnage pile press, the utility model aims to provide a kind of defective that overcomes hugging pressure type pile press and top pressing type stake machine; have simultaneously to embrace and press; two kinds of piling modes of roof pressure; also can embrace pressure separately and carry out roof pressure separately; multiple functional; pile tube is protected; the verticality precise control; speed of application is fast; the work efficiency height; the stability safety is good; technical performance is good; can make the environment-friendly type of large-tonnage pile press and embrace pressure; roof pressure dual-purpose hydraulic static pile press.
The technical solution adopted in the utility model is: this environment-friendly type is embraced pressure, roof pressure dual-purpose hydraulic static pile press has vertical walking mechanism, horizontal walking mechanism, fuselage, be mounted with column on the fuselage, crossbeam and column are connected and fixed, the piling oil cylinder is fixed on the crossbeam, one of the piling oil cylinder is connected and fixed with pile clamping box, the lower end of roof pressure portal frame also is connected and fixed with pile clamping box, pile clamping box is positioned at column and crossbeam inboard, move up and down, folder stake oil cylinder is housed in the pile clamping box, and the termination of folder stake oil cylinder installs pile-clamp.
Roof pressure portal frame in the technique scheme is made stepped, distance between each step of sum of series is determined according to the stroke of maximum length of pile and piling oil cylinder, each step following, a piling box respectively was housed and the piling box moves oil cylinder or spring, the turnover action of each piling box moves oil cylinder by the piling box or spring drives, and the hatch frame that conveniently advances stake is made in the one or both sides of roof pressure portal frame.
Piling oil cylinder in the technique scheme and folder stake oil cylinder and pile-clamp are a plurality of.
A plurality of directive wheels are housed on the pile clamping box in the technique scheme, and directive wheel rolls at the guide surface of column during construction.
Loop wheel machine and loop wheel machine driver's cabin thereof also are installed on the fuselage in the technique scheme, and the loop wheel machine seat of loop wheel machine and fuselage are fixed into an integral body.
Also be mounted with the skirt piles column on the fuselage in the technique scheme, can install and fix the crossbeam general, piling oil cylinder, roof pressure portal frame, pile clamping box, folder stake oil cylinder, pile-clamp on the skirt piles column with king-pile mechanism.
Also the main frame driver's cabin can be installed on the fuselage in the technique scheme.
This environment-friendly type of the present utility model is embraced pressure; succeeding in developing of roof pressure dual-purpose hydraulic static pile press; the hugging pressure type stake machine that has solved long-term puzzlement people easily clips broken pile tube and top pressing type stake machine, and to hang stake difficult; the verticality of stake is difficult to guarantee; be difficult to make the technical barrier of large-tonnage pile press; and this machine has the pressure of embracing simultaneously; two kinds of piling modes of roof pressure; also can embrace pressure separately and carry out roof pressure separately; multiple functional; pile tube is protected; the verticality precise control; speed of application is fast; the work efficiency height; stability and safety are good; can make the large-tonnage pile press; technical performance is good; possesses noiselessness; friction; pollution-free; the efficient height; the high outstanding feature of pile rate is a kind of environment-friendly type building foundation construction engineering machinery of advanced technology.
Description of drawings:
Fig. 1 is the utility model complete machine structure schematic diagram
Fig. 2 is vertical walking mechanism, horizontal walking mechanism elevational schematic view
Fig. 3 is vertical walking mechanism, horizontal walking mechanism floor map
Fig. 4 is an I enlarged drawing among Fig. 2
Fig. 5 hangs an operation schematic diagram for the utility model
Fig. 6 is a piling mechanism structure sectional view
Fig. 7 is the B-B sectional view of Fig. 6
Fig. 8 is a pile clamping box B-B floor map
Fig. 9 is a pile clamping box A-A elevational schematic view
Figure 10 is a piling box elevational schematic view
Figure 11 is a piling box floor map
The specific embodiment:
Referring to Fig. 1, Fig. 5, Fig. 6, Fig. 7, this environment-friendly type is embraced pressure, roof pressure dual-purpose hydraulic static pile press is in the vertical walking mechanism 1 of prior art, horizontal walking mechanism 2, on the basis of fuselage 3, on fuselage, install and fix column 6, skirt piles column 4, be connected and fixed crossbeam 7 on the column 6, piling oil cylinder 8 is fixed on the crossbeam 7, and the piston rod end of piling oil cylinder 8 and pile clamping box 9 are connected and fixed, and the lower end of roof pressure portal frame 11 also is connected and fixed with pile clamping box 9, pile clamping box 9 is positioned at the inboard of column 6 and crossbeam 7, pile clamping box 9 can move up and down, and folder stake oil cylinder 13 is housed in the pile clamping box 9, and the termination of folder stake oil cylinder 13 installs pile-clamp 14; The utility model also also is equipped with loop wheel machine 5 and loop wheel machine driver's cabin 18 on fuselage 3, the loop wheel machine seat 19 of loop wheel machine 5 is fixing as a whole with fuselage 3 welding, the structure of loop wheel machine 5 and loop wheel machine driver's cabin 18 can adopt prior art, choose general loop wheel machine and loop wheel machine driver's cabin, the model that can adopt Pu machine making factory of unit to manufacture as the utility model is QY12 or QY16 loop wheel machine and loop wheel machine driver's cabin; The utility model also on fuselage 3 back of main frame driver's cabin 17 install and fix skirt piles column 4, can install and fix the crossbeam 7 general, piling oil cylinder 8, roof pressure portal frame 11, pile clamping box 9, folder stake oil cylinder 13 on the skirt piles column 4, pile-clamp 14 etc. with king-pile mechanism.
Roof pressure portal frame 11 of the present utility model is made the step type, distance between each step of sum of series is determined according to the stroke of maximum length of pile and piling oil cylinder 8, each step following respectively is equipped with a piling box 12, advancing of each piling box, going out action is driven by oil cylinder 15 or spring, the reaction force of preformed pile is born by portal frame fully by piling box 12 in the piling process, the size in portal frame cross section and shape are that the pile driving pressure size is determined by calculating according to the pile press model, therefore making large-tonnage presses as embracing more than 500 tons, the dual-purpose pile press of roof pressure only needs to calculate selected to the cross section and the shape of gantry pillar.
Roof pressure portal frame 11 usefulness bolts or bearing pin are connected with pile clamping box 9, and opening is made in the one or both sides of roof pressure portal frame 11, so that advance stake.
Folder stake oil cylinder 13 and pile-clamp 14 are housed on the pile clamping box of the present utility model, the guide surface rolling of a plurality of directive wheel 10 directive wheels 10 along column 6 also are housed simultaneously, to guarantee the verticality of piling process king-pile.
The utility model also can install and fix main frame driver's cabin 17 on fuselage, the main frame driver's cabin can adopt prior art.
Referring to Fig. 2, Fig. 3, Fig. 4, vertically the structure of walking mechanism 1 and horizontal walking mechanism 2 can adopt prior art, and its structure and operating principle are:
Vertical walking mechanism (advance or retreat):
When the stake machine needs vertically walking, two long ship 28 kiss the earths, effect by four hoist cylinders 26 is risen complete machine, and drives two short ship 23 built on stilts, and at this moment just can to drive complete machine forward and backward mobile on the rail 20 of long ship 28 for the vertical shift hydraulic cylinder 29 on two long ships 28.Move to the end of long ship steel rail 20 when road wheel 21, and also need to continue when mobile, can carry out following action: the effect by four hoist cylinders 26 descends complete machine, and making short ship 23 kiss the earths, hoist cylinder 26 continues action, makes long ship 28 built on stilts, link plate 22 on this duration ship 28 hangs on the road wheel 21, by the counter motion of vertical shift hydraulic cylinder 29, long ship 28 is moved on road wheel 21 again, this just equals long ship 28 (comprising rail) and has moved forward a segment distance.By the effect of four hoist cylinders 26, make long ship 28 decline kiss the earths, and make short ship 23 built on stilts again, complete machine can continue to move forward on the rail 20 of long ship 28 again.
Horizontal walking mechanism (to the left or to the right):
By the effect of four hoist cylinders 26, allow long ship 28 built on stilts, short ship 23 kiss the earths, at this moment complete machine can move to the left or to the right by the effect of the traversing hydraulic cylinder 30 on the short ship 23.The end that moves to short ship steel rail 20 when road wheel 21 also needs to continue when mobile, its operating principle with vertically move the same.Turn:
Allow short ship 23 kiss the earths, by hoist cylinder 26 long ship 28 is lifted from ground, at this moment two traversing hydraulic cylinders 30 on two short ships 23 are done counter motion mutually, can make complete machine rotate an angle to the left or to the right, repeat repeatedly rotatable 360 degree.
Referring to Fig. 1, Fig. 5, Fig. 6, Fig. 7, piling of the present utility model mechanism structural principle is:
1, embraces pressure
When user's stake, heavy wall pile tube, and appearance and size comparison rule all of stake, when concrete strength is also higher, can adopt the hugging pressure type piling, at this moment, roof pressure portal frame 11 can not be contained on the pile clamping box 9.With the loop wheel machine 5 of stake machine self configuration, stake is sling and winch in the pile clamping box 9, then, folder stake oil cylinder 13 is tight pile holder by pile-clamp 14, moves a stake machine again, allows a sharp align piles position.At this moment, be installed in piling oil cylinder 8 on the crossbeam 7 and apply pressure to pile clamping box 9, next stroke is pressed in stake, then, 13 withdrawals of folder stake oil cylinder, pile-clamp 14 unclamps, piling oil cylinder 8 drives stroke of pile clamping box 9 risings, and after this, pile-clamp 14 is tight pile holder again, press a stroke again, carry out and so forth.
2, roof pressure or roof pressure are embraced pressure and are used simultaneously
When using thin-wall pipe pile, or irregular, the concrete strength of appearance and size of stake is when low, should adopt roof pressure or roof pressure to embrace pressure uses simultaneously, at first the loop wheel machine 5 that disposes with stake machine self is sling roof pressure portal frame 11 and is installed on the pile clamping box 9, piling boxes at different levels 12 on roof pressure gantry folder 11 are protruding by oil cylinder 15, promptly allow the piling box be in not piling position.Then, with loop wheel machine 5 preformed pile is sling, winched to the pile clamping box 9 from the opening part of portal frame 11, pile-clamp 14 is embraced stake, again by a vertical and horizontal walking mechanism machine of walking about, allows the sharp align piles of a stake position, with hugging pressure type one to two stroke is depressed in stake.To several meters stakes of a stake position starting stage, pile driving pressure all can be very low, and pile locking force is corresponding also can be low, can be not broken pile holder.At this moment, because the embedded depth of stake has reached 2-4 rice, the verticality of stake is controlled.Ensuing tens of meters stakes are just finished with roof pressure: unclamp pile-clamp 14, piling oil cylinder 8 drives pile clamping box 9 and rises, when rise to certain one-level piling box 12 below the time, this piling box is inwardly withdrawn by oil cylinder 15, and is positioned at above the stake end, at this moment, piling oil cylinder 8 applies pressure to pile clamping box 9, pile clamping box drives portal frame, and portal frame 11 is pressed next stroke by piling box 12 with stake, carries out and so forth.
Run into hard interlayer in the piling process, or the final stage of a stake position is broken for preventing pile holder need strengthen pile locking force the time, at this moment can embracing bears down on one uses or use at interval simultaneously.When using at the same time, only need allow piling box 12, allow jaw 14 that stake is held tightly past pressing down immediately again earlier with after the upper surfaces of stake contact and produce certain pressure.
In order to reduce the height of portal frame 11, be equipped with also at the lower plane of pile clamping box 9 that one-level press-fits box 12 and the piling box moves oil cylinder 15.
Referring to Fig. 8, Fig. 9, the casing of pile clamping box 9 has panel 31, base plate 32, and two masks in the casing have folder stake oil cylinder cover 33, and branch is two-layer up and down, therefore has 4 folder stake oil cylinder covers 33, and interior two faces in addition of casing install and fix jaw seat 34.
Referring to Figure 10, the piling box 12 of Figure 11, each grade frame of roof pressure portal frame 11 are installed a piling box 12 down, move oil cylinder 15 by the piling box and drive, when stretching out, as the parts of downward roof pressure pile tube.
Succeeding in developing of this machine, the hugging pressure type stake machine that has solved long-term puzzlement people easily clips broken the difficult problem of stake, also solved top pressing type stake machine and hung a stake verticality difficult, stake and be difficult to guarantee, be difficult to make problems such as large-tonnage stake machine, for Building Trade in China provides a kind of novel construction foundation working engineering machinery.
Claims (8)
1, a kind of environment-friendly type is embraced pressure, roof pressure dual-purpose hydraulic static pile press, have vertical walking mechanism, horizontal walking mechanism, fuselage, it is characterized in that being mounted with on the fuselage column, crossbeam and column are connected and fixed, the piling oil cylinder is fixed on the crossbeam, one of the piling oil cylinder is connected and fixed with pile clamping box, the lower end of roof pressure portal frame also is connected and fixed with pile clamping box, pile clamping box is positioned at column and crossbeam inboard, can move up and down, folder stake oil cylinder is housed in the pile clamping box, and the termination of folder stake oil cylinder installs pile-clamp.
2, environment-friendly type according to claim 1 is embraced pressure, roof pressure dual-purpose hydraulic static pile press, it is characterized in that the roof pressure portal frame makes stepped, each step following, a piling box respectively was housed and the piling box moves oil cylinder or spring, and the hatch frame that conveniently advances stake is made in the one or both sides of roof pressure portal frame.
3, environment-friendly type according to claim 1 is embraced pressure, roof pressure dual-purpose hydraulic static pile press, it is characterized in that piling oil cylinder and folder stake oil cylinder and pile-clamp are a plurality of.
4, environment-friendly type according to claim 1 is embraced pressure, roof pressure dual-purpose hydraulic static pile press, it is characterized in that being equipped with on the pile clamping box a plurality of directive wheels, and directive wheel rolls at the guide surface of column.
5, environment-friendly type according to claim 1 is embraced pressure, roof pressure dual-purpose hydraulic static pile press, it is characterized in that also being equipped with on the fuselage loop wheel machine and loop wheel machine driver's cabin thereof, and the loop wheel machine seat of loop wheel machine and fuselage are fixed into an integral body.
6, environment-friendly type according to claim 1 is embraced pressure, roof pressure dual-purpose hydraulic static pile press, it is characterized in that also being mounted with the skirt piles column on the fuselage, also can install and fix the crossbeam general, piling oil cylinder, roof pressure portal frame, pile clamping box, folder stake oil cylinder, pile-clamp on the skirt piles column with king-pile mechanism.
7, environment-friendly type according to claim 1 is embraced pressure, roof pressure dual-purpose hydraulic static pile press, it is characterized in that also the main frame driver's cabin can being installed on the fuselage.
8, environment-friendly type according to claim 1 is embraced pressure, roof pressure dual-purpose hydraulic static pile press, and the lower plane that it is characterized in that pile clamping box also one-level piling box can be housed and the piling box moves oil cylinder.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU022779825U CN2599074Y (en) | 2002-12-26 | 2002-12-26 | Environmental protection type contract press top press dual purpose hydraulic static pole press machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU022779825U CN2599074Y (en) | 2002-12-26 | 2002-12-26 | Environmental protection type contract press top press dual purpose hydraulic static pole press machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2599074Y true CN2599074Y (en) | 2004-01-14 |
Family
ID=34150531
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU022779825U Expired - Lifetime CN2599074Y (en) | 2002-12-26 | 2002-12-26 | Environmental protection type contract press top press dual purpose hydraulic static pole press machine |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2599074Y (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102425165A (en) * | 2011-09-13 | 2012-04-25 | 李新桥 | Pile driver for embankment |
| CN104895058A (en) * | 2015-06-16 | 2015-09-09 | 建基建设集团有限公司 | Full-hydraulic static-pressure dual-pipe composite expanded bore pile machine and construction method thereof |
| CN109898511A (en) * | 2019-04-08 | 2019-06-18 | 王磊 | A kind of construction method of static pressed pile and its dedicated Static pressure pile driver |
| CN111733816A (en) * | 2020-05-21 | 2020-10-02 | 中国一冶集团有限公司 | Vector static pressure wall planting machine |
| CN113585255A (en) * | 2021-07-30 | 2021-11-02 | 武汉恒力华振科技有限公司 | Automatic walking engineering pile machine and automatic walking method |
-
2002
- 2002-12-26 CN CNU022779825U patent/CN2599074Y/en not_active Expired - Lifetime
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102425165A (en) * | 2011-09-13 | 2012-04-25 | 李新桥 | Pile driver for embankment |
| CN102425165B (en) * | 2011-09-13 | 2013-09-11 | 李新桥 | Pile driver for embankment |
| CN104895058A (en) * | 2015-06-16 | 2015-09-09 | 建基建设集团有限公司 | Full-hydraulic static-pressure dual-pipe composite expanded bore pile machine and construction method thereof |
| CN109898511A (en) * | 2019-04-08 | 2019-06-18 | 王磊 | A kind of construction method of static pressed pile and its dedicated Static pressure pile driver |
| CN111733816A (en) * | 2020-05-21 | 2020-10-02 | 中国一冶集团有限公司 | Vector static pressure wall planting machine |
| CN111733816B (en) * | 2020-05-21 | 2022-05-10 | 中国一冶集团有限公司 | Vector static pressure wall planting machine |
| CN113585255A (en) * | 2021-07-30 | 2021-11-02 | 武汉恒力华振科技有限公司 | Automatic walking engineering pile machine and automatic walking method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Effective date of abandoning: 20050413 |
|
| C25 | Abandonment of patent right or utility model to avoid double patenting |