CN207211146U - One kind is voluntarily without counterweight static press piling equipment - Google Patents

One kind is voluntarily without counterweight static press piling equipment Download PDF

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Publication number
CN207211146U
CN207211146U CN201721062344.0U CN201721062344U CN207211146U CN 207211146 U CN207211146 U CN 207211146U CN 201721062344 U CN201721062344 U CN 201721062344U CN 207211146 U CN207211146 U CN 207211146U
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CN
China
Prior art keywords
piling
guide rail
oil cylinder
cylinder
chassis
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Expired - Fee Related
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CN201721062344.0U
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Chinese (zh)
Inventor
颜小荣
黄强
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Individual
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Individual
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Priority to CN201721062344.0U priority Critical patent/CN207211146U/en
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Publication of CN207211146U publication Critical patent/CN207211146U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model 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 to be controlled by positional cylinder;Described mobile system is made up of the jacking cylinder for being arranged on the extreme end of chassis and the Shift cylinder being arranged on chassis and moving guide rail, 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 utility model has reasonable in design, easy to use, flexible and convenient operation, and plant stake precision controlling is accurate, 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

One kind is voluntarily without counterweight static press piling equipment
Technical field
The utility model 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, press beam both sides are equipped with piling assembly pulley.Steel wire rope from Hoist engine is drawn, and around the leading block on pile frame back timber, then sequentially determines cunning around the movable pulley in press beam and pile frame bottom Wheel, hoist engine involves in steel wire rope, progressively tightens up piling assembly pulley, is applied the weight of whole pile press machine and counterweight 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 among pile frame, to guide pile sinking direction.Steel wire rope, which passes 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 rolls 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, hang 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 equipment volume to be present, 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 With control, transition dismounts and transported very inconvenient defect.
The content of the invention
The purpose of this utility model is to solve the deficiencies in the prior art, there is provided a kind of small volume, working face during use It is required that smaller, to the requirement of construction site condition the bottom of compared with, plant stake speed is fast, and pile quality is good, transition convenient disassembly, is readily transported Voluntarily without counterweight static press piling equipment.
What the utility model practicality was realized by following technical solution:
One kind is voluntarily without counterweight static press piling equipment, by chassis, clipping equilibrium system, piling system and mobile system group Into the clipping equilibrium system is made up of the positional cylinder and clamping plate for being arranged on tray bottom both sides, and clamping plate steps up by positioning Oil cylinder controls;Described mobile system by be arranged on the extreme end of chassis jacking cylinder and the Shift cylinder 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 forms, and pile driving frame is arranged on chassis front end, and guide rail bracket is provided with piling guide rail, is slidably provided with piling guide rail Piling fixture, piling fixture inside are provided with fixture oil cylinder, and 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 utility model has the advantages that:1st, small volume of the present utility model, itself weight Amount is light, takes that construction site is smaller, and the requirement to construction site is relatively low during use, and scene dismounting is quick, convenient transportation, operation letter Just, plant stake speed is fast for folk prescription, and pile precision is high, good engineering quality, greatly reduces production cost;2nd, the utility model is in work When making, 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 wall and the soil body Frictional force and the weight of itself of the invention are reaction force, and stake is implanted into design attitude and absolute altitude by the pressure of piling system. After a stake is pressed onto certain depth, clipping equilibrium system is discharged, piling system does not discharge, while jacking cylinder jacks upwards, Equipment chassis is left semi-finished product stake top, open push oil cylinder, chassis is pushed to precalculated position, puts down bottom by push cylinder efficient Disk, opening clamp maintain an equal level balance system, withdraw push oil cylinder, top opening are recovered into precalculated position, subsequently into next work State;3rd, because there is provided the anti-band oil cylinder of clip pile so that the precision of the utility model control stake position is higher, and horizontal error does not surpass The 1/3 of stake footpath is crossed, stake top absolute altitude is no more than 3cm;4th, the utility model has reasonable in design, easy to use, flexible and convenient operation, The characteristics of stake precision controlling is accurate is planted, piling is carried out using equipment of the present utility model, also has while improving operating efficiency Securely and reliably, good engineering quality, it is small to surrounding environment and effect on building, not the features such as damage to land structure.5th, this practicality is new During the piling machine operation of type, pile crown is not damaged, pile body is not by curved, noiseless, impact without friction.Can be from pressure during piling Table directly read stake bearing capacity, be not required to separately do experiment.Stable working, energy pressure energy pulls out, and equipment is light and handy, only need to be to fixture slightly Adjust the pressure of the various stakes such as the concrete square pile that can be applied to current construction market and generally use, pile tube, U-shaped stake, plate Stake operation.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model,
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, 11- semi-finished product stakes, 12- moving guide rails, 13- piling oil cylinders.
Embodiment
The utility model is described further with reference to the accompanying drawings and examples, but the scope of protection of the utility model is not Limited by embodiment.
Embodiment 1
One kind is voluntarily without counterweight static press piling equipment, by chassis, clipping equilibrium system, piling system and mobile system group Into the clipping equilibrium system is made up of the positional cylinder and clamping plate for being arranged on tray bottom both sides, and clamping plate steps up by positioning Oil cylinder controls;Described mobile system by be arranged on the extreme end of chassis jacking cylinder and the Shift cylinder 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 forms, and pile driving frame is arranged on chassis front end, and guide rail bracket is provided with piling guide rail, is slidably provided with piling guide rail Piling fixture, piling fixture inside are provided with fixture oil cylinder, and 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 is implanted into design 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 Jacking upwards, equipment chassis is left semi-finished product stake top, open push oil cylinder, chassis is pushed to pre-determined bit by push cylinder efficient Put, put down chassis, opening clamp maintains an equal level balance system, withdraws push 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 weight deficiency fluid pressure type pile press machine of the pile compacting equipment of the present embodiment, floor space deficiency 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 The stake top absolute altitude of stake 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 as the 1/2 of stake footpath.
Embodiment 2
One kind is voluntarily without counterweight static press piling equipment, by chassis, clipping equilibrium system, piling system and mobile system group Into, the clipping equilibrium system is made up of the positional cylinder and clamping plate for being arranged on tray bottom both sides, clamping plate step up/unclamp by Positional cylinder controls;Described mobile system is by the jacking cylinder for being arranged on the extreme end of chassis and the Shift cylinder being arranged on chassis And moving guide rail composition, described piling system are filled by pile driving frame and the guide rail bracket being fixed on pile driving frame, piling fixture, vibration Put, piling oil cylinder composition, pile driving frame is arranged on chassis front end, and guide rail bracket is provided with piling guide rail, on piling guide rail slidably Provided with piling fixture, fixture oil cylinder is provided with inside 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 weight deficiency mechanical pile press machine of the pile compacting equipment of the present embodiment, floor space deficiency 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 The stake top absolute altitude of stake 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 as 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 are 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, can not 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 adds Tightly controlled by positional cylinder;Described mobile system is by the jacking cylinder for being arranged on the extreme end of chassis and the movement being 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, can slided on piling guide rail Dynamic is provided with piling fixture, is provided with fixture oil cylinder inside piling fixture, 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.
CN201721062344.0U 2017-08-24 2017-08-24 One kind is voluntarily without counterweight static press piling equipment Expired - Fee Related CN207211146U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721062344.0U CN207211146U (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
CN201721062344.0U CN207211146U (en) 2017-08-24 2017-08-24 One kind is voluntarily without counterweight static press piling equipment

Publications (1)

Publication Number Publication Date
CN207211146U true CN207211146U (en) 2018-04-10

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ID=61816373

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201721062344.0U Expired - Fee Related CN207211146U (en) 2017-08-24 2017-08-24 One kind is voluntarily without counterweight static press piling equipment

Country Status (1)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107326904A (en) * 2017-08-24 2017-11-07 颜小荣 One kind is voluntarily without counterweight static press piling equipment

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107326904A (en) * 2017-08-24 2017-11-07 颜小荣 One kind is voluntarily without counterweight static press piling equipment

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GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20180410

Termination date: 20180824

CF01 Termination of patent right due to non-payment of annual fee