CN107326904A - One kind is voluntarily without counterweight static press piling equipment - Google Patents
One kind is voluntarily without counterweight static press piling equipment Download PDFInfo
- Publication number
- CN107326904A CN107326904A CN201710732333.7A CN201710732333A CN107326904A CN 107326904 A CN107326904 A CN 107326904A CN 201710732333 A CN201710732333 A CN 201710732333A CN 107326904 A CN107326904 A CN 107326904A
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- China
- Prior art keywords
- piling
- guide rail
- oil cylinder
- cylinder
- chassis
- 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.)
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
- E02D7/20—Placing by pressure or pulling power
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D13/00—Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
- E02D13/04—Guide devices; Guide frames
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- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The invention belongs to Architectural Equipment technical field, and in particular to one kind is voluntarily without counterweight static press piling equipment.One kind is voluntarily without counterweight static press piling equipment, it is made up of chassis, clipping equilibrium system, piling system and mobile system, characterized in that, the clipping equilibrium system is made up of the positional cylinder and clamping plate for being arranged on tray bottom both sides, clamping plate steps up by positional cylinder control；Described mobile system is made up of the Shift cylinder and moving guide rail for being arranged on the jacking cylinder of the extreme end of chassis and being arranged on chassis, and described piling system is made up of pile driving frame and the guide rail bracket, piling fixture, vibrating device, the piling oil cylinder that are fixed on pile driving frame.The present invention has reasonable in design, easy to use, flexible and convenient operation, plants stake precision controlling precisely, improves operating efficiency, safe and reliable, good engineering quality is small to surrounding environment and effect on building, not the characteristics of damage to land structure.
Description
Technical field
The invention belongs to Architectural Equipment technical field, and in particular to one kind is voluntarily without counterweight static press piling equipment.
Background technology
Pile press machine is the equipment commonly used in architectural engineering, and it is the piling machinery that stake is pressed into stratum using static pressure.With
In Soft Soil Layer piling, the stake work of such as underground railway, harbour, bridge, reservoir power station, offshore production platform and defence engineering is applied
Work.Existing pile press machine is divided to mechanical and two kinds of fluid pressure type.
Mechanical pile press machine, during operation, stake is placed under press beam, and press beam both sides are equipped with piling assembly pulley.Steel wire rope from
Hoist engine is drawn, and bypasses the leading block on pile frame back timber, then sequentially bypass movable pulley in press beam and pile frame bottom determine cunning
Wheel, hoist engine involves in steel wire rope, progressively tightens up piling assembly pulley, is applied the weight and counterweight of whole pile press machine by press beam
In in stake top, overcoming the frictional resistance between stake and soil, stake is gradually pressed into soil.There is lifting pulley group on pile frame back timber, use
It is in place to hang stake, there is gantry in the middle of pile frame, to guide pile sinking direction.Steel wire rope, which is passed around, rationally to make stress equalization.Two volumes
Machine power is raised to seek common ground step.There is equalizer pulley group to offset the difference of hauling speed, on back timber, and by the steel of the piling assembly pulley of left and right two
Cord is connected.Pile frame bottom both sides are the ship shape rail chair for being laid with rail.During operation, rail chair is sling, complete machine is supported on central machine
On seat.During displacement, ground is put in rail chair reach in both sides, and road wheel is rolled on rail.It is adapted to press in clay, silt soil and sand and sets
Concrete-pile and piling bar.
Fluid pressure type pile press machine, by pile frame, hangs the parts such as a crane, hydraulic pile-clamp apparatus, piling hydraulic cylinder and electrical equipment
Composition.Pile frame is complete machine supporting part, equipped with main platform, guide table, column and lower running chassis.A crane is hung to be loaded on
Column top, it is in place to hang stake.During operation, hydraulic pile-clamp apparatus clamps pile crown, then pushes pile chuck by a pair of piling hydraulic cylinders,
Stake is set to sink.One machine can press some piles simultaneously equipped with some to piling hydraulic cylinder.Electrical equipment be used for drive main pump operating,
Machine-walking.Suitable for setting shaped steel or steel H pile in the places such as backfill, mud, clay pressure, it is suitable for municipal construction.
Both the above pile press machine, it is huge to there is equipment volume, and own wt more than the even upper kiloton of hundreds of tons, makes
Used time needs to take larger work-yard, and the requirement to construction site is extremely harsh, and plant stake speed is slow, and pile precision is difficult
To control, transition dismounts and transported very inconvenient defect.
The content of the invention
The invention aims to solve the deficiencies in the prior art there is provided a kind of small volume, working face requirement when using
It is smaller, to the requirement of construction site condition the bottom of compared with, plant stake speed soon, pile quality is good, transition convenient disassembly, is readily transported voluntarily
Without counterweight static press piling equipment.
What practicality of the invention was realized by following technical solution：
One kind is made up of, institute voluntarily without counterweight static press piling equipment chassis, clipping equilibrium system, piling system and mobile system
State clipping equilibrium system to be made up of the positional cylinder and clamping plate for being arranged on tray bottom both sides, clamping plate steps up by positional cylinder control
System；Described mobile system is by the Shift cylinder and moving guide rail that are arranged on the jacking cylinder of the extreme end of chassis He are arranged on chassis
Composition, described piling system is by pile driving frame and the guide rail bracket being fixed on pile driving frame, piling fixture, vibrating device, piling oil
Cylinder is constituted, and pile driving frame is arranged on chassis front end, and guide rail bracket is provided with piling guide rail, piling guide rail slidably provided with piling folder
Fixture oil cylinder is provided with inside tool, piling fixture, piling oil cylinder and vibrating device are arranged on piling guide rail.
Described positional cylinder is at least two groups, and every group is two and is symmetrical arranged.
Described guide rail bracket bottom is also symmetrically provided with the anti-band oil cylinder of two clip piles.
Described piling oil cylinder is at least one group, and every group is at least one.
Described fixture oil cylinder is at least one group, every group at least two.
Described positional cylinder, jacking cylinder, Shift cylinder, piling oil cylinder, fixture oil cylinder, the anti-band oil cylinder of clip pile are liquid
Compressing cylinder.
Compared with prior art, the present invention has the advantages that：1st, small volume of the invention, own wt is light, makes
Used time occupancy construction site is smaller, and the requirement to construction site is relatively low, and scene dismounting is quick, and convenient transportation is simple to operate,
Plant stake speed fast, pile precision is high, good engineering quality greatly reduces production cost；2nd, the present invention operationally, passes through folder
Fair balance system is fixed on the top for the semi-finished product stake for being implanted into underground, with the frictional force and Ben Fa of semi-finished product stake side wall and the soil body
The bright weight of itself is reaction force, and stake is implanted into design attitude and absolute altitude by the pressure of piling system.When a stake is pressed onto
After certain depth, discharge clipping equilibrium system, piling system does not discharge, while the upward jacking of jacking cylinder, make equipment chassis from
Semi-finished product stake top is opened, opens and pushes oil cylinder, cylinder efficient is pushed and chassis is pushed to precalculated position, put down chassis, open clamping
Balance system, withdraws and pushes oil cylinder, top opening is recovered into precalculated position, subsequently into next working condition；3rd, due to
There is provided the anti-band oil cylinder of clip pile so that the precision of present invention control stake position is higher, and horizontal error is no more than the 1/3 of stake footpath, stake
Top mark height is no more than 3cm；4th, the present invention has reasonable in design, easy to use, flexible and convenient operation, plants stake precision controlling accurately
Feature, piling is carried out using the equipment of the present invention, also has safe and reliable, good engineering quality while improving operating efficiency, right
Surrounding environment and effect on building are small, not the features such as damage to land structure.5th, during piling machine operation of the invention, stake is not damaged
Head, pile body is not by curved, noiseless, impact without friction.Can directly be read from pressure gauge during piling stake bearing capacity, no
Need to separately it do experiment.Stable working, energy pressure energy is pulled out, and equipment is light and handy, only fixture need to slightly be adjusted and be gone for currently building
Build the piling operation of the various stakes such as concrete square pile, pile tube, U-shaped stake, plate that market is generally used.
Brief description of the drawings
Fig. 1 is structural representation of the invention,
In figure：1- clamping plates, 2- jacking cylinders, 3- Shift cylinders, 4- chassis, 5- piling fixtures, 6- piling guide rails, 7- fixtures oil
Cylinder, 8- guide rail brackets, the anti-band oil cylinder of 9- clip piles, 10- positional cylinders, the stake of 11- semi-finished product, 12- moving guide rails, 13- piling oil cylinders.
Embodiment
The present invention will be further described with reference to the accompanying drawings and examples, but protection scope of the present invention is not by embodiment
Limited.
Embodiment 1
One kind is made up of, institute voluntarily without counterweight static press piling equipment chassis, clipping equilibrium system, piling system and mobile system
State clipping equilibrium system to be made up of the positional cylinder and clamping plate for being arranged on tray bottom both sides, clamping plate steps up by positional cylinder control
System；Described mobile system is by the Shift cylinder and moving guide rail that are arranged on the jacking cylinder of the extreme end of chassis He are arranged on chassis
Composition, described piling system is by pile driving frame and the guide rail bracket being fixed on pile driving frame, piling fixture, vibrating device, piling oil
Cylinder is constituted, and pile driving frame is arranged on chassis front end, and guide rail bracket is provided with piling guide rail, piling guide rail slidably provided with piling folder
Fixture oil cylinder is provided with inside tool, piling fixture, piling oil cylinder and vibrating device are arranged on piling guide rail.
Described positional cylinder is two groups, and every group is two and to be symmetrical arranged.
Described track frame bottom is also symmetrically provided with the anti-band oil cylinder of two clip piles.
Described piling oil cylinder is one group, and every group is one.
Described fixture oil cylinder is one group, and every group is two.
During work, the top for the semi-finished product stake for being implanted into underground is fixed on by clipping equilibrium system, with semi-finished product stake side
The frictional force and the weight of itself of the invention of wall and the soil body are reaction force, and stake implantation is designed into position by the pressure of piling system
Put and absolute altitude.After a stake is pressed onto certain depth, clipping equilibrium system is discharged, piling system does not discharge, while jacking cylinder
Upward jacking, makes equipment chassis leave semi-finished product stake top, opens and pushes oil cylinder, pushes cylinder efficient and chassis is pushed into pre-determined bit
Put, put down chassis, opening clamp maintains an equal level balance system, withdraws and pushes oil cylinder, top opening is recovered into precalculated position, subsequently under
One working condition.
By the way that the pile compacting equipment of same model and the present embodiment of disposal ability and traditional fluid pressure type pile press machine are carried out
Compare and understand, the 1/4 of the not enough fluid pressure type pile press machine of weight of the pile compacting equipment of the present embodiment, floor space not enough machinery during work
The 1/20 of formula pile press machine.The stake top absolute altitude for the stake pressed by the present embodiment is no more than 3cm, and is pressed using fluid pressure type pile press machine
Stake stake top absolute altitude be 4.3-4.9cm；The deviation for the stake horizontal level pressed using the pile compacting equipment of the present embodiment is no more than
The 1/3 of stake footpath, and the deviation of the stake horizontal level for the stake that fluid pressure type pile press machine pressed is used for the 1/2 of stake footpath.
Embodiment 2
One kind is made up of, institute voluntarily without counterweight static press piling equipment chassis, clipping equilibrium system, piling system and mobile system
State clipping equilibrium system to be made up of the positional cylinder and clamping plate for being arranged on tray bottom both sides, clamping plate steps up/unclamped by positioning
Oil cylinder is controlled；Described mobile system is by the Shift cylinder for being arranged on the jacking cylinder of the extreme end of chassis and being arranged on chassis and shifting
Dynamic guide rail composition, described piling system by pile driving frame and the guide rail bracket being fixed on pile driving frame, piling fixture, vibrating device,
Piling oil cylinder is constituted, and pile driving frame is arranged on chassis front end, and guide rail bracket is provided with piling guide rail, piling guide rail and is slidably provided with
Fixture oil cylinder is provided with inside piling fixture, piling fixture, piling oil cylinder and vibrating device are arranged on piling guide rail.
Described positional cylinder is four groups, and every group is two and to be symmetrical arranged.
Described track frame bottom is also symmetrically provided with the anti-band oil cylinder of two clip piles.
Described piling oil cylinder is two groups, and every group is two and to be symmetrical arranged.
Four groups of described fixture oil cylinder, every group is four.
By the way that the pile compacting equipment of same model and the present embodiment of disposal ability and traditional mechanical pile press machine are carried out
Compare and understand, the 1/6 of the not enough mechanical pile press machine of weight of the pile compacting equipment of the present embodiment, floor space not enough machinery during work
The 1/15 of formula pile press machine.The stake top absolute altitude for the stake pressed by the present embodiment is no more than 3cm, and is pressed using mechanical pile press machine
Stake stake top absolute altitude be 4.5-5.2cm；The deviation for the stake horizontal level pressed using the pile compacting equipment of the present embodiment is no more than
The 1/3 of stake footpath, and the deviation of the stake horizontal level for the stake that mechanical pile press machine pressed is used for the 1/2 of stake footpath.
The building site at certain urban transportation thoroughfare is entered simultaneously using the pile press machine of the present embodiment and using fluid pressure type pile press machine
Row piling operation contrast, the pile press machine of the present embodiment is walked in stake top, not influenceed by space, can be normally carried out piling behaviour
Make.And fluid pressure type pile press machine needs to fix on the ground that piling operation could be carried out, and the building site is located at traffic main artery, wagon flow
With it is crowded, surrounding is building, it is impossible to carry out piling operation.
Claims (5)
1. one kind is made up of voluntarily without counterweight static press piling equipment chassis, clipping equilibrium system, piling system and mobile system,
Characterized in that, the clipping equilibrium system is made up of the positional cylinder and clamping plate for being arranged on tray bottom both sides, clamping plate plus
Tightly by positional cylinder control；Described mobile system is by the movement that is arranged on the jacking cylinder of the extreme end of chassis He is arranged on chassis
Oil cylinder and moving guide rail composition, described piling system by pile driving frame and the guide rail bracket being fixed on pile driving frame, piling fixture, shake
Dynamic device, piling oil cylinder composition, pile driving frame are arranged on chassis front end, and guide rail bracket is provided with piling guide rail, piling guide rail and can slided
Dynamic being provided with inside piling fixture, piling fixture is provided with fixture oil cylinder, and piling oil cylinder and vibrating device are arranged at piling guide rail
On.
2. one kind according to claim 1 is voluntarily without counterweight static press piling equipment, it is characterised in that described positional cylinder
At least two groups, every group is two and to be symmetrical arranged.
3. one kind according to claim 1 is voluntarily without counterweight static press piling equipment, it is characterised in that described guide rail bracket bottom
Portion is also symmetrically provided with the anti-band oil cylinder of two clip piles.
4. one kind according to claim 1 is voluntarily without counterweight static press piling equipment, it is characterised in that described piling oil cylinder
At least one group, every group is at least one.
5. one kind according to claim 1 is voluntarily without counterweight static press piling equipment, it is characterised in that described fixture oil cylinder
At least one group, every group at least two.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710732333.7A CN107326904A (en) | 2017-08-24 | 2017-08-24 | One kind is voluntarily without counterweight static press piling equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710732333.7A CN107326904A (en) | 2017-08-24 | 2017-08-24 | One kind is voluntarily without counterweight static press piling equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107326904A true CN107326904A (en) | 2017-11-07 |
Family
ID=60228478
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710732333.7A Pending CN107326904A (en) | 2017-08-24 | 2017-08-24 | One kind is voluntarily without counterweight static press piling equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107326904A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110130342A (en) * | 2019-05-22 | 2019-08-16 | 游军 | A kind of pile driving equipment of underwater reinforced concrete prefabricated board pile driving construction and pile-driving method |
| CN110424389A (en) * | 2019-08-30 | 2019-11-08 | 宁波易和桩基工程技术开发有限公司 | Pile compacting equipment |
| CN113338283A (en) * | 2021-07-09 | 2021-09-03 | 山东临工工程机械有限公司 | Walking mechanism and supplementary device of piling on stake |
| EP3872266A4 (en) * | 2018-10-24 | 2021-12-22 | Byung Kwan Kang | Annular cofferdam using tapered square pipes, temporary structure for pit excavation construction, and construction method |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CA2038611A1 (en) * | 1990-03-11 | 1992-09-12 | Jianrong Hu | Hydraulic pressure pile drive |
| CN1337500A (en) * | 2000-08-11 | 2002-02-27 | 萧树棠 | Oil pressure static pile press |
| 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 |
| CN106013150A (en) * | 2016-07-11 | 2016-10-12 | 王闯 | Pile pressing machine |
| CN106468058A (en) * | 2015-08-16 | 2017-03-01 | 天津宇昊建设工程集团有限公司 | A kind of architectural engineering fluid pressure type static pile press |
| CN106930287A (en) * | 2015-12-29 | 2017-07-07 | 浙江大学城市学院 | A kind of full hydraulic static pile press |
| CN207211146U (en) * | 2017-08-24 | 2018-04-10 | 颜小荣 | One kind is voluntarily without counterweight static press piling equipment |
-
2017
- 2017-08-24 CN CN201710732333.7A patent/CN107326904A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CA2038611A1 (en) * | 1990-03-11 | 1992-09-12 | Jianrong Hu | Hydraulic pressure pile drive |
| CN1337500A (en) * | 2000-08-11 | 2002-02-27 | 萧树棠 | Oil pressure static pile press |
| 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 |
| CN106468058A (en) * | 2015-08-16 | 2017-03-01 | 天津宇昊建设工程集团有限公司 | A kind of architectural engineering fluid pressure type static pile press |
| CN106930287A (en) * | 2015-12-29 | 2017-07-07 | 浙江大学城市学院 | A kind of full hydraulic static pile press |
| CN106013150A (en) * | 2016-07-11 | 2016-10-12 | 王闯 | Pile pressing machine |
| CN207211146U (en) * | 2017-08-24 | 2018-04-10 | 颜小荣 | One kind is voluntarily without counterweight static press piling equipment |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP3872266A4 (en) * | 2018-10-24 | 2021-12-22 | Byung Kwan Kang | Annular cofferdam using tapered square pipes, temporary structure for pit excavation construction, and construction method |
| US11371204B2 (en) | 2018-10-24 | 2022-06-28 | Byung Kwan Kang | Ring-shaped cofferdam and temporary pit excavation structure using tapered square pipe, and construction method thereof |
| CN110130342A (en) * | 2019-05-22 | 2019-08-16 | 游军 | A kind of pile driving equipment of underwater reinforced concrete prefabricated board pile driving construction and pile-driving method |
| CN110130342B (en) * | 2019-05-22 | 2021-03-23 | 游军 | Piling equipment and piling method for underwater reinforced concrete prefabricated sheet pile construction |
| CN110424389A (en) * | 2019-08-30 | 2019-11-08 | 宁波易和桩基工程技术开发有限公司 | Pile compacting equipment |
| CN113338283A (en) * | 2021-07-09 | 2021-09-03 | 山东临工工程机械有限公司 | Walking mechanism and supplementary device of piling on stake |
| CN113338283B (en) * | 2021-07-09 | 2022-08-16 | 山东临工工程机械有限公司 | Walking mechanism and supplementary device of piling on stake |
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| PB01 | Publication | ||
| PB01 | Publication | ||
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Application publication date: 20171107 |