CN106703031A - Pile press for architectural engineering - Google Patents
Pile press for architectural engineering Download PDFInfo
- Publication number
- CN106703031A CN106703031A CN201710127757.0A CN201710127757A CN106703031A CN 106703031 A CN106703031 A CN 106703031A CN 201710127757 A CN201710127757 A CN 201710127757A CN 106703031 A CN106703031 A CN 106703031A
- Authority
- CN
- China
- Prior art keywords
- pile
- engine
- hydraulic
- hoist engine
- architectural engineering
- 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.)
- Pending
Links
- 238000009825 accumulation Methods 0.000 claims description 15
- 239000002828 fuel tank Substances 0.000 claims description 8
- 238000003466 welding Methods 0.000 claims description 7
- 238000003860 storage Methods 0.000 claims description 4
- 238000012423 maintenance Methods 0.000 abstract description 4
- 238000013461 design Methods 0.000 abstract description 2
- 239000002689 soil Substances 0.000 description 5
- 239000011178 precast concrete Substances 0.000 description 3
- 230000001360 synchronised effect Effects 0.000 description 3
- 230000006978 adaptation Effects 0.000 description 2
- 238000006243 chemical reaction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000003647 oxidation Effects 0.000 description 2
- 238000007254 oxidation reaction Methods 0.000 description 2
- 230000007704 transition Effects 0.000 description 2
- PLXMOAALOJOTIY-FPTXNFDTSA-N Aesculin Natural products OC[C@@H]1[C@@H](O)[C@H](O)[C@@H](O)[C@H](O)[C@H]1Oc2cc3C=CC(=O)Oc3cc2O PLXMOAALOJOTIY-FPTXNFDTSA-N 0.000 description 1
- 229910000838 Al alloy Inorganic materials 0.000 description 1
- 230000032683 aging Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000001934 delay Effects 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 238000004146 energy storage Methods 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 239000000446 fuel Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 229910000679 solder Inorganic materials 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
- 230000035882 stress Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Classifications
-
- 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
Landscapes
- 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 discloses a pile press for architectural engineering. The pile press comprises a lower walking trolley and a main platform; the lower walking trolley is welded with the main platform; a chassis is arranged at the top of the lower walking trolley; two sides of the chassis are welded with hydraulic jacks; a guide wheel is movably connected below the chassis through a bearing; the outer side of the guide wheel is movably connected with a track; an engine is arranged above the guide wheel; the right side of the engine is fixedly connected with an oil tank through a bolt; a counterweight frame is arranged on the right side of the oil tank; the bottom of the main platform is welded with a pile pressing hydraulic cylinder; an energy release windlass is movably connected above the pile pressing hydraulic cylinder through a cable; a cab is formed in the right side of the energy release windlass; and the left side of the energy release windlass is welded with a pile frame. The pile press for architectural engineering has such advantages as reasonable structural design, safety, reliability, high pile pressing efficiency and good quality, and is simple in maintenance, fast in disassembly and capable of being generally popularized and applied.
Description
Technical field
The invention belongs to pile press machine technical field, and in particular to a kind of architectural engineering pile press machine.
Background technology
Pile press machine is exactly the piling machinery that stake is pressed into stratum using static pressure.For Soft Soil Layer piling, such as underground railway,
The stake work construction of harbour, bridge, reservoir power station, offshore production platform and defence engineering etc..Pile press machine is can not in architectural engineering
The important engineering machinery for lacking, during piling machine operation, does not damage pile crown, and pile body does not receive curved, noiseless, impact without friction, to week
Collarette border and effect on building are small, not damage to land structure.Can directly read from pressure gauge during piling stake carrying energy
Power, is not required to separately do experiment, stable working, and energy pressure energy is pulled out.China starts late in this field, but makes much progress.
Most of pile press machine is all mechanical pile press machine in the market, and equipment both bulk is disassembled complexity, should not be transported
Defeated, personnel are difficult to maintenance causes ageing equipment speed fast, and piling inefficiency, work quality is poor, delays project progress, or even can
Can entail dangers to whole building.In the market is badly in need of want one kind being capable of conveniently transport, it is easy to safeguard, and piling efficiency quality building high
Engineering pile press machine.
The content of the invention
It is an object of the invention to provide a kind of architectural engineering pile press machine, with asking for solving to propose in above-mentioned background technology
Topic.
To achieve the above object, the present invention provides following technical scheme：A kind of architectural engineering pile press machine, including bottom row
Chassis and main platform, the lower running chassis and main platform welding are walked, the lower running chassis top is provided with chassis, institute
State chassis both sides and hydraulic jack top solder, the chassis lower section is flexibly connected by bearing with guide wheel, on the outside of the guide wheel and
Crawler belt is flexibly connected, and the guide wheel top is provided with engine, and the engine right side is fixedly connected by bolt with fuel tank, institute
State fuel tank right side and be provided with counter-balanced carriage, the main mesa base is welded with piling hydraulic cylinder, the piling hydraulic cylinder top passes through
Cable with release can hoist engine is flexibly connected, it is described release can hoist engine right side be provided with driver's cabin, it is described release can hoist engine left side and
Pile frame is welded, and the pile frame inner side is provided with column, the pile frame left side and the welding of accumulation of energy hoist engine, and the accumulation of energy hoist engine is left
Side is provided with hangs a room, it is described hang a room and pass on left cable be flexibly connected with arm of derrick, the arm of derrick top is set
There is pile chuck, the piling hydraulic cylinder inside left is provided with accumulator, and the accumulator top passes through bolt and expanded air
Cylinder is fixedly connected, and the accumulator right side is welded with main hydraulic cylinder, and the main hydraulic cylinder inside is flexibly connected with connecting rod, the master
Welded with energy device is released on hydraulic cylinder right side.
Preferably, the hydraulic jack be feed-through hydraulic jack, and the hydraulic jack be internally provided with cut
Only valve.
Preferably, energy hoist engine and the accumulation of energy hoist engine released is for spacing double brake hydraulic winch, and described releasing can roll up
Raise machine and accumulation of energy hoist engine is internally provided with overload protection device.
Preferably, the arm of derrick is telescopic hydraulic crane arm, and the arm of derrick is internally provided with balanced valve.
Preferably, the connecting rod hydraulic connecting rod, and connecting rod left side is provided with rubber wave plate.
Preferably, the pile chuck is hydraulic pile-clamp apparatus, and the pile chuck is internally provided with hydraulic piston.
Preferably, the engine be engineering machinery multicylinder four-stroke Diesel engine, and the engine interior set
There is booster.
Technique effect of the invention and advantage：The architectural engineering with pile press machine lower running chassis by with main platform welding
The purpose for facilitating transition piling is reached；It is spacing double brake hydraulic winch to release energy hoist engine and accumulation of energy hoist engine, and releases energy
By being provided with overload protection device inside hoist engine and accumulation of energy hoist engine, synchronous uniform force is made every effort to, having reached will be prefabricated mixed
The stake of solidifying soil is accurately pressed into the purpose in soil；Connecting rod hydraulic connecting rod, and connecting rod passes on left and is provided with rubber wave plate, has reached efficiently
Purpose of the energy of rate conduction hydraulic energy-accumulating to precast concrete pile；Pile chuck is to pass through inside hydraulic pile-clamp apparatus, and pile chuck
Hydraulic piston is provided with, the safe accurate purpose for clamping stake has been reached；Engine is engineering machinery multicylinder four-stroke diesel engine
Machine, and engine interior has reached the purpose for providing power needed for whole device by being provided with booster；Arm of derrick is to stretch
Contracting formula hydraulic log loading boom, and arm of derrick is internally provided with balanced valve, has reached the purpose of many landform of adaptation and steady lifting stake；
Hydraulic jack is feed-through hydraulic jack, and has reached counteracting piling by being provided with stop valve inside hydraulic jack
Reaction force keeps the purpose of platform stable；The architectural engineering pile press machine, with reasonable in design, safe and reliable and piling
The advantages of efficiency high-quality is good, maintenance and maintenance are simple, and fast assembling-disassembling can be used with popularity.
Brief description of the drawings
Fig. 1 is architectural engineering pile press machine structural representation of the invention；
Fig. 2 is piling hydraulic cylinder structure schematic diagram of the invention.
In figure：1 main platform, 2 piling hydraulic cylinders, 3 lower running chassis, 4 chassis, 5 counter-balanced carriages, 6 driver's cabins, 7 are released and can be rolled up
Raise machine, 8 pile frames, 9 columns, 10 pile chucks, 11 arm of derricks, 12 accumulation of energy hoist engines, 13 fuel tanks, 14 hang a room, 15 engines, 16
Energy device is released in guide wheel, 17 crawler belts, 18 hydraulic jacks, 201 accumulators, 202 expanded air cylinders, 203 main hydraulic cylinders, 204.
Specific embodiment
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Site preparation is described, it is clear that described embodiment is only a part of embodiment of the invention, rather than whole embodiments.It is based on
Embodiment in the present invention, it is every other that those of ordinary skill in the art are obtained under the premise of creative work is not made
Embodiment, belongs to the scope of protection of the invention.
Fig. 1 is referred to, Fig. 1 is the structural representation of processing polychrome oxidation unit in aluminium alloy door's of the present invention.Including bottom
Walking carriage 3 and main platform 1, the lower running chassis 3 are welded with main platform 1, and the lower running chassis 3 is used for convenient turning
Field piling, the top of the lower running chassis 3 is provided with chassis 4, and the chassis 4 is used to carry the weight of whole device, described
The both sides of chassis 4 are welded with hydraulic jack 18, and the hydraulic jack 18 is feed-through hydraulic jack, and the hydraulic jack
18 tops are internal by being provided with stop valve, and platform stable is kept for offsetting piling reaction force, and the lower section of the chassis 4 passes through axle
Hold and be flexibly connected with guide wheel 16, the guide wheel 16 is used for driven pedrail 17, the outside of the guide wheel 16 is flexibly connected with crawler belt 17, institute
State crawler belt 17 and improve stable state for increasing pressure area, the top of the guide wheel 16 is provided with engine 15, and the engine 15 is
Engineering machinery multicylinder four-stroke Diesel engine, and by being provided with booster inside the engine 15, it is whole for providing
Power needed for device, the right side of the engine 15 is fixedly connected by bolt with fuel tank 13, and the fuel tank 13 starts for storage
Fuel needed for machine, the right side of the fuel tank 13 is provided with counter-balanced carriage 5, and the counter-balanced carriage 5 is used to control pile press machine weight adaptation different
Engineering demand, the bottom of main platform 1 is welded with piling hydraulic cylinder 2, and the piling hydraulic cylinder 2 is used to provide pressure needed for piling
Stake is pressed into underground, the top of the piling hydraulic cylinder 2 is flexibly connected by cable with energy hoist engine 7 is released, and described releasing can hoist engine 7
It is spacing double brake hydraulic winch, and described releasing inside hoist engine 7 by being provided with overload protection device, can make every effort to synchronous and receive
Power is uniform, and for precast concrete pile to be accurately pressed into soil, described releasing can be provided with driver's cabin 6 on the right side of hoist engine 7, described to drive
Sailing room 6 can weld on the left of hoist engine 7 for manipulating pile press machine transition operation, described releasing with pile frame 8, and the pile frame 8 is used to control
Cable moves towards that stress size, the inner side of the pile frame 8 are provided with column 9, and the column 9 does not allow it to occur for fettering prefabricated pile
Deflection, the left side of the pile frame 8 is welded with accumulation of energy hoist engine 12, and the accumulation of energy hoist engine 12 is spacing double brake hydraulic winch,
And make every effort to synchronous uniform force by being provided with overload protection device inside the accumulation of energy hoist engine 12, for by concrete
Native stake is accurately pressed into soil, and the left side of the accumulation of energy hoist engine 12 is provided with hangs a room 14, and a room 14 of hanging is for manipulating machinery
During stake hung in into pile press machine, it is described hang a room 14 and pass on left cable be flexibly connected with arm of derrick 11, the arm of derrick 11
It is telescopic hydraulic crane arm, and the arm of derrick 11 is internally provided with balanced valve, for adapting to many landform and steady lifting
Stake, the top of the arm of derrick 11 is provided with pile chuck 10, and the pile chuck 10 is in hydraulic pile-clamp apparatus, and the pile chuck 10
Stake is accurately clamped for safety in portion by being provided with hydraulic piston.
Fig. 2 is referred to, Fig. 2 is oxidation pond schematic diagram of the present invention.The inside left of piling hydraulic cylinder 2 is provided with accumulator
201, the accumulator 201 is used for kinetic energy storage to release energy, and the accumulator top is consolidated by bolt with expanded air cylinder 202
Fixed connection, the expanded air cylinder 202 is used to provide compressed gas storage energy, the right side of the accumulator 201 and main hydraulic cylinder
203 welding, the main hydraulic cylinder 203 is used to damp kinetic energy, and the inside of the main hydraulic cylinder 203 is flexibly connected with connecting rod 205, described
Connecting rod 205 is hydraulic connecting rod, and the connecting rod 205 passes on left and be provided with rubber wave plate, and hydraulic energy-accumulating is conducted for high efficiency
Energy to precast concrete pile, the right side of the main hydraulic cylinder 203 with release can device 204 weld, it is described release can device 204 for discharging
Storage energy transmission is given and releases energy hoist engine 7.
Finally it should be noted that：The preferred embodiments of the present invention are these are only, is not intended to limit the invention, although
The present invention is described in detail with reference to the foregoing embodiments, for a person skilled in the art, it still can be right
Technical scheme described in foregoing embodiments is modified, or equivalent is carried out to which part technical characteristic, it is all
Within the spirit and principles in the present invention, any modification, equivalent substitution and improvements made etc. should be included in protection of the invention
Within the scope of.
Claims (7)
1. a kind of architectural engineering pile press machine, including lower running chassis (3) and main platform (1), it is characterised in that：The bottom
Walking carriage (3) is welded with main platform (1), and lower running chassis (3) top is provided with chassis (4), the chassis (4) two
Side is welded with hydraulic jack (18), and chassis (4) lower section is flexibly connected by bearing with guide wheel (16), the guide wheel (16)
Outside is flexibly connected with crawler belt (17), and guide wheel (16) top is provided with engine (15), and engine (15) right side is logical
Cross bolt to be fixedly connected with fuel tank (13), the fuel tank (13) right side is provided with counter-balanced carriage (5), main platform (1) bottom with
Piling hydraulic cylinder (2) is welded, and piling hydraulic cylinder (2) top is flexibly connected by cable with energy hoist engine (7) is released, described to release
Driver's cabin (6) can be provided with the right side of hoist engine (7), described releasing can hoist engine (7) left side and pile frame (8) welding, the pile frame (8)
Inner side is provided with column (9), pile frame (8) left side and accumulation of energy hoist engine (12) welding, accumulation of energy hoist engine (12) left side
Be provided with and hang a room (14), it is described hang a room (14) and pass on left cable be flexibly connected with arm of derrick (11), the hoisting hook
Arm (11) top is provided with pile chuck (10), and piling hydraulic cylinder (2) inside left is provided with accumulator (201), the storage
Can be fixedly connected with expanded air cylinder (202) by bolt above device, with main hydraulic cylinder (203) on the right side of the accumulator (201)
Is flexibly connected with connecting rod (205) inside welding, the main hydraulic cylinder (203), main hydraulic cylinder (203) right side and releases energy device
(204) weld.
2. a kind of architectural engineering pile press machine according to claim 1, it is characterised in that：The hydraulic jack (18) is
Feed-through hydraulic jack, and the hydraulic jack (18) is internally provided with stop valve.
3. a kind of architectural engineering pile press machine according to claim 1, it is characterised in that：It is described release can hoist engine (7) and
Accumulation of energy hoist engine (12) is spacing double brake hydraulic winch, and described releasing can hoist engine (7) and accumulation of energy hoist engine (12) inside
It is provided with overload protection device.
4. a kind of architectural engineering pile press machine according to claim 1, it is characterised in that：Connecting rod (205) hydraulic pressure connects
Bar, and the connecting rod (205) left side is provided with rubber wave plate.
5. a kind of architectural engineering pile press machine according to claim 1, it is characterised in that：The pile chuck (10) is hydraulic pressure
Pile chuck, and the pile chuck (10) is internally provided with hydraulic piston.
6. a kind of architectural engineering pile press machine according to claim 1, it is characterised in that：The engine (15) is engineering
Mechanical multicylinder four-stroke Diesel engine, and the engine (15) is internally provided with booster.
7. a kind of architectural engineering pile press machine according to claim 1, it is characterised in that：The arm of derrick (11) is to stretch
Contracting formula hydraulic log loading boom, and the arm of derrick (11) is internally provided with balanced valve.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710127757.0A CN106703031A (en) | 2017-03-06 | 2017-03-06 | Pile press for architectural engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710127757.0A CN106703031A (en) | 2017-03-06 | 2017-03-06 | Pile press for architectural engineering |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106703031A true CN106703031A (en) | 2017-05-24 |
Family
ID=58917409
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710127757.0A Pending CN106703031A (en) | 2017-03-06 | 2017-03-06 | Pile press for architectural engineering |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106703031A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111289374A (en) * | 2020-03-06 | 2020-06-16 | 许昌学院 | Novel quality detection system for cfg piles |
| CN112609693A (en) * | 2020-12-22 | 2021-04-06 | 占天胜 | Steady pile pressing equipment for constructional engineering |
| US11499287B2 (en) * | 2018-12-21 | 2022-11-15 | President And Fellows Of Harvard College | Self-contained soil stabilization system |
-
2017
- 2017-03-06 CN CN201710127757.0A patent/CN106703031A/en active Pending
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US11499287B2 (en) * | 2018-12-21 | 2022-11-15 | President And Fellows Of Harvard College | Self-contained soil stabilization system |
| CN111289374A (en) * | 2020-03-06 | 2020-06-16 | 许昌学院 | Novel quality detection system for cfg piles |
| CN112609693A (en) * | 2020-12-22 | 2021-04-06 | 占天胜 | Steady pile pressing equipment for constructional engineering |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN112938774B (en) | Integral hoisting system and hoisting method for assembly type component | |
| CN105417403B (en) | A kind of method that ultra-high ultra-large floating crane is installed in dock | |
| CN108131153A (en) | A kind of multifunctional tunnel working vehicle | |
| CN102514690B (en) | Multifunctional double-body wind power engineering ship for offshore high-altitude heavy-load lifting installation operation | |
| CN106703031A (en) | Pile press for architectural engineering | |
| CN105569692A (en) | Trolley for welding tunnel waterproof board hanging cloth | |
| CN207451463U (en) | A kind of gate-type hoisting sling for being used in hard rock mole hole tear machine open | |
| CN201943062U (en) | Walking type dynamic compactor | |
| CN207931933U (en) | A kind of single-pile foundation rolling mounting mechanism | |
| CN204340820U (en) | A special vehicle for blowout prevention and workover equipment | |
| CN210855047U (en) | Be suitable for transmission material between reverse construction method floor with small-size swing arm formula electric hoist | |
| CN205170186U (en) | Finished product anchor clamps of laying bricks | |
| CN201762708U (en) | Impact type hydraulic static pile driver | |
| CN207434899U (en) | For the vehicle-carrying lifting of Construction of Civil Engineering and horizontal retractable hoisting mechanism | |
| CN113955654B (en) | Method for laying down propeller strut of marine full-circle crane | |
| RU2485384C2 (en) | Front gantry pipe-laying machine | |
| CN206599783U (en) | A kind of architectural engineering pile press machine | |
| CN214269997U (en) | Vehicle-mounted truss type gantry crane | |
| CN209974209U (en) | BOP shifting and transporting device | |
| CN203212230U (en) | Novel traveling trolley structure | |
| CN107487724A (en) | A kind of the large-scale floating crane arm support erecting device and installation method of non-loop wheel machine auxiliary | |
| CN211895724U (en) | Steel shotcrete ground is assembled and is disintegrated support | |
| JPS5811221A (en) | Method and apparatus for moving mobile crane | |
| CN201619965U (en) | Climbing lift | |
| CN102897558B (en) | Large-scale umbilical cable/cable/steel wire construction device and method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20170524 |
|
| WD01 | Invention patent application deemed withdrawn after publication |