CN107761730A - Firm hydraulic pile equipment for building - Google Patents
Firm hydraulic pile equipment for building Download PDFInfo
- Publication number
- CN107761730A CN107761730A CN201711035082.3A CN201711035082A CN107761730A CN 107761730 A CN107761730 A CN 107761730A CN 201711035082 A CN201711035082 A CN 201711035082A CN 107761730 A CN107761730 A CN 107761730A
- Authority
- CN
- China
- Prior art keywords
- hydraulic pile
- top board
- annular briquetting
- building
- ring block
- 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.)
- Withdrawn
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Classifications
-
- 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
- E02D13/10—Follow-blocks of pile-drivers or like devices
-
- 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
- E02D7/02—Placing by driving
- E02D7/06—Power-driven drivers
- E02D7/08—Drop drivers with free-falling hammer
-
- 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
- E02D7/02—Placing by driving
- E02D7/06—Power-driven drivers
- E02D7/14—Components for drivers inasmuch as not specially for a specific driver construction
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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 present invention provides firm hydraulic pile equipment for building, including hydraulic pile driver tup mechanism and fixing bolt；Cylinder piston rod, and hydraulic pile driver tup actuator base contact pallet are fixedly connected with the top of the hydraulic pile driver tup mechanism, and the lower section of pallet is stake；Top board bottom shaft core position is installed with the buffering protective cushion consistent with annular briquetting inner ring diameter by two fixing bolts；The top shaft core position of the lower platen is installed with the buffering protective cushion consistent with annular briquetting inner ring diameter also by two fixing bolts.The quantity of annular briquetting is not limited to eight groups, add drop adjustment can be carried out, by the quantity for changing annular briquetting, to change the height of hollow chamber, when declining shock beneficial to impact head, wire sets are separated with the bottom face of hollow chamber temporarily, and then the top end face of hollow chamber gives wire sets bigger shock dynamics, in favor of improving the efficiency of piling.
Description
Technical field
The invention belongs to piling machinery technical field, more particularly to firm hydraulic pile equipment for building.
Background technology
Hydraulic pile hammer is to overcome a kind of New engineering machinery that diesel hammer noise is big, has pollution to occur, extensively should
For bridge, industry, the pile foundation construction built.Tup pumps in its pile monkey hammer systems, hits pallet, transmits
Impulsive force is to stake.
In the prior art, hydraulic pile hammer tup is that a monoblock forged steel is processed into cylinder or cuboid, due to beating
Pile monkey work mainly utilizes the gravitional force of tup so that tup weight is larger.Monoblock tup is processed to lathe bearing capacity
There are particular/special requirement, high processing costs；The problem of bigger, is, because the gravitional force of tup is produced by the impact with rigid pallet
The form of raw stress wave passes to rigid pile cover, then passes to the stake beaten, and causes stake difficult when the stake beaten runs into rigid foundation
During squeezing into ground, stress crest value caused by tup impact is very high, and the time of transmission is very short, the efficiency of this energy transmission
It is low, it is easier to which that stake is broken.This very high stress crest can also produce very big destructive power to the part of tup in itself simultaneously.
Such as application number 201410673660.6 is used the invention discloses a kind of hydraulic pile hammer and combines tup, for pile foundation
The pile monkey hammer systems of hydraulic pile hammer, the tup include the hammer body of an inner hollow, the bottom of the hammer body in plinth construction
Portion sets impact head, top connection cylinder piston rod, and the hollow cavity inside of the hammer body is filled with metallic particles filler.Institute
State hammer body and be superimposed connection by several metallic plates, wherein the lower plate positioned at bottom and the upper plate closing positioned at top, positioned at centre
Some intermediate plates be frame shape hollow sheeting, after superposition formed hammer body inner hollow cavity.The present invention can effectively improve tup punching
Stress wave when hitting, the peak value of stress wave is reduced to recommended minimum value and extends passing time of the stress wave in peak state,
While improving impact energy and obtaining transmission efficiency and Piling speed, the impulsive force that pile hammer and stake are born is reduced, improves piling
In the life-span of hammer, stake is protected not broken.
The inventors discovered that above-mentioned patent has the following disadvantages in actual use：The metal being filled in hollow cavity
Granule filler is excessively scattered, and caused inertial impact force in real time is pressed downward under its effect of inertia and is excessively disperseed, causes institute
The impulsive force that main piling can be played is weaker；The metallic particles filler being filled in hollow cavity is excessively intensive, Zhi Jiansuo
It is smaller to have space, cause by be pressed downward under effect of inertia in real time, the inertial impact force that metallic particles filler plays compared with
It is small and because the scattered of inertial impact force leads to not play the impulsive force effectively driven piles.
Such as application number 201410674856.7 is carrying the invention discloses a kind of hydraulic pile hammer blank-run prevention buffer unit
Hammer cylinder block bottom is installed with integrated valve seat, and the integrated valve base cavity is arranged with block on the piston rod successively from top to bottom
And guide sleeve, the guide sleeve are fixed on integrated seat bottom portion, its inner ring is slidably matched with piston rod, the outer ring of the block and
Inner ring is slidably matched with the inwall and piston rod of integrated valve seat respectively, work of the cushion chamber between block and guide sleeve in overflow valve
Back pressure is set up under, the resistance that moves downward to block is produced in the lower end area of block by the back pressure effect, finally makes work
Stopper rod stops moving downward, and absorbs tup and is impacted because of empty beat caused by equipment, the service life of equipment of extension, ensures construction
Safety.
Needs constantly repeat to drive piles above-mentioned patent is not easy to cause the stake squeeze into ground when running into rigid foundation there is also piling when
The problem of operation is longer.
Then, in view of this, improvement is studied for existing structure and missing, there is provided firm hydraulic pile for building
Equipment, to reach the purpose for having more more practical value.
The content of the invention
In order to solve the above-mentioned technical problem, the present invention provides firm hydraulic pile equipment for building, to solve existing hydraulic pressure
When piling machine tup mechanism is not easy to cause the stake squeeze into ground when piling runs into rigid foundation needs constantly repeat piling operation compared with
The problem of long.
The purpose and effect of the present invention firm hydraulic pile equipment for building, are reached by technological means in detail below：
Firm hydraulic pile equipment for building, including hydraulic pile driver tup mechanism, cylinder piston rod, pallet, stake, oil cylinder
Connecting seat, fixation clip, upper ring block, lower ring block, bolt, Fixed latches, cushion pad, top board, buffering protective cushion, annular
Briquetting, wire sets, metallic particles filler, lower platen, impact head, locking nut and fixing bolt；The hydraulic pile driver
Cylinder piston rod, and hydraulic pile driver tup actuator base contact pallet are fixedly connected with the top of tup mechanism, and under pallet
Side is stake；The hydraulic pile driver tup mechanism is by oil cylinder connecting seat, fixation clip, upper ring block, lower ring block, bolt, solid
Determine latch, cushion pad, top board, buffering protective cushion, annular briquetting, wire sets, metallic particles filler, lower platen, shock
Head, locking nut and fixing bolt collectively constitute；Be provided with top board below the fixation clip, and top board top end face with
Ring block and lower ring block are provided between the bottom face of fixation clip；The fixation clip, upper ring block, lower ring block and
Cushion pad is provided between top board；The cushion pad inwall is fixedly installed oil cylinder connecting seat, and the upper half of oil cylinder connecting seat
Portion is located at foreign side through the outer wall of fixation clip；Lower platen, and lower platen top end face and upper pressure are provided with below the top board
Annular briquetting described in eight groups is provided between plate bottom face；The lower platen bottom face is provided with impact head；The fixation clip,
By two through described in its inwall between upper ring block, lower ring block, top board, annular briquetting, lower platen and impact head
The mutually spacing fixation of Fixed latches；The fixation clip, upper ring block, lower ring block, top board, annular briquetting, lower platen and hit
Four bolt threads through its outer wall being distributed between tapping the head by circular array shape are connected to a fixed, and spiral shell at the top of bolt
Line be connected with locking nut locked it is integral；Top board bottom shaft core position is fixed by two fixing bolts
The buffering protective cushion consistent with annular briquetting inner ring diameter is installed；The top shaft core position of the lower platen also by
Two fixing bolts are installed with the buffering protective cushion consistent with annular briquetting inner ring diameter.
Further, between the inner face of the top board bottom face, annular briquetting described in lower platen top end face and eight groups
Form hollow chamber at one.
Further, wire sets described in one group are slidably connected in the hollow chamber, and are provided with wire sets
Metallic particles filler.
Further, the height under the wire sets occupied state is less than the height of hollow chamber, Gu Gangsiwangtaoding
Portion is provided with one section of space between the top of hollow chamber.
Further, the diameter under the wire sets occupied state is slightly less than the diameter of hollow chamber.
Further, two fixing bolts of fixation are played on two pieces of buffering protective cushions in tightening state
Its lower top end face is less than the outer face of the affiliated buffering protective cushion.
Further, the quantity of the annular briquetting is not limited to eight groups, can carry out add drop adjustment.
Further, the thickness of the buffering protective cushion is 1/3rd of lower platen gross thickness.
Compared with prior art, the present invention has the advantages that：
1. the wire sets of the full metallic particles filler of filling are arranged on top board bottom face, lower platen top end face and eight groups
In the hollow chamber formed between the inner face of the annular briquetting, when impact head and pallet shock, because wire sets are filled out
The height filled under state is less than the height of hollow chamber, therefore is provided with one between the top of wire sets distance from top hollow chamber
Section space, so as to which when impact head declines and hit, wire sets are separated with the bottom face of hollow chamber, then middle cavity temporarily
The top end face of room gives wire sets larger shock dynamics so that and wire sets are hit rapidly to the bottom face of hollow chamber,
Its inertia energy is passed to pallet by this impact in the form of stress wave, then is delivered to the stake beaten, and passes through the space
And the setting for the metallic particles filler being filled in wire sets is combined, beneficial to the shape when impact head and pallet are hit
Cheng Geng great impulsive force, realize that pile after driving operates, more conducively improve the efficiency of piling, beneficial to when running into rigid foundation by two
Secondary piling operation can be accelerated to squeeze into ground operation, reduce the piling operation constantly repeated during piling, further, hollow chamber
Upper and lower ends are buffering protective cushion, pass through buffering protective cushion buffer protection so that wire sets of the present invention are being formed compared with favourable opposition
While hitting power, the probability that damage is caused to hydraulic pile driver tup mechanism is reduced.
2. the quantity of annular briquetting is not limited to eight groups, add drop adjustment can be carried out, by the number for changing annular briquetting
Amount, to change the height of hollow chamber, decline beneficial to impact head when hitting, the wire sets bottom face phase with hollow chamber temporarily
Separation, then the top end face of hollow chamber gives wire sets bigger shock dynamics, in favor of improving the efficiency of piling.
Brief description of the drawings
Fig. 1 is the assembled state broken section structural representation of the present invention.
Fig. 2 is the hydraulic pile driver tup mechanism cross section structure diagram of the present invention.
Fig. 3 be the present invention Fig. 2 in partial enlargement structural representation at A.
Fig. 4 be the present invention Fig. 2 in partial enlargement structural representation at B.
Fig. 5 is the hydraulic pile driver tup mechanism main structure diagram of the present invention.
Fig. 6 is the hydraulic pile driver tup mechanism overlooking the structure diagram of the present invention.
Fig. 7 is the hydraulic pile driver tup mechanism transverse direction cross section structure diagram of the present invention.
Fig. 8 is the hydraulic pile driver tup mechanism present invention looks up structural representation of the present invention.
In figure：1- hydraulic pile driver tups mechanism, 2- cylinder piston rods, 3- pallets, 4- stakes, 101- oil cylinder connecting seats,
102- fixation clips, the upper ring blocks of 103-, ring block under 104-, 105- bolts, 106- Fixed latches, 107- cushion pads, 108-
Top board, 109- buffering protective cushions, 110- annular briquettings, 111- wire sets, 112- metallic particles fillers, 113- are pushed
Plate, 114- impact heads, 115- locking nuts, 116- fixing bolts.
Embodiment
The present invention is described further below in conjunction with accompanying drawing：
Embodiment：
As shown in accompanying drawing 1 to accompanying drawing 8：
The present invention provides firm hydraulic pile equipment for building, including hydraulic pile driver tup mechanism 1, cylinder piston rod 2,
Pallet 3, stake 4, oil cylinder connecting seat 101, fixation clip 102, upper ring block 103, lower ring block 104, bolt 105, Fixed latches
106th, cushion pad 107, top board 108, buffering protective cushion 109, annular briquetting 110, wire sets 111, metallic particles filler
112nd, lower platen 113, impact head 114, locking nut 115 and fixing bolt 116；The top of hydraulic pile driver tup mechanism 1
Cylinder piston rod 2, and the bottom contact pallet 3 of hydraulic pile driver tup mechanism 1 are fixedly connected with, and the lower section of pallet 3 is stake 4；
The hydraulic pile driver tup mechanism 1 is by oil cylinder connecting seat 101, fixation clip 102, upper ring block 103, lower ring block 104, spiral shell
Bolt 105, Fixed latches 106, cushion pad 107, top board 108, buffering protective cushion 109, annular briquetting 110, wire sets 111,
Metallic particles filler 112, lower platen 113, impact head 114, locking nut 115 and fixing bolt 116 collectively constitute；It is described solid
The lower section of fixed pressuring plate 102 is provided with top board 108, and is set between the bottom face of the top end face of top board 108 and fixation clip 102
There are upper ring block 103 and lower ring block 104；The fixation clip 102, upper ring block 103, lower ring block 104 and top board 108
Between be provided with cushion pad 107；The inwall of cushion pad 107 is fixedly installed oil cylinder connecting seat 101, and oil cylinder connecting seat 101
The first half be located at foreign side through the outer wall of fixation clip 102；The lower section of top board 108 is provided with lower platen 113, and pushes
Annular briquetting 110 described in eight groups is provided between the top end face of plate 113 and the bottom face of top board 108；The bottom face of lower platen 113
It is provided with impact head 114；The fixation clip 102, upper ring block 103, lower ring block 104, top board 108, annular briquetting
110th, two 106 mutually spacing fixations of the Fixed latches for running through its inwall are passed through between lower platen 113 and impact head 114；Institute
State fixation clip 102, upper ring block 103, lower ring block 104, top board 108, annular briquetting 110, lower platen 113 and impact head
Four bolts 105 through its outer wall being distributed between 114 by circular array shape, which are screwed, to be connected, and bolt 105
Screw top be connected with locking nut 115 locked it is integral；The bottom shaft core position of top board 108 passes through described in two
Fixing bolt 116 is installed with the buffering protective cushion 109 consistent with the annular inner ring diameter of briquetting 110；It is described to push
The top shaft core position of plate 113 is installed with and the annular inner ring diameter phase of briquetting 110 also by two fixing bolts 116
The consistent buffering protective cushion 109.
Wherein, the bottom face of top board 108, the inner face of annular briquetting 110 described in the top end face of lower platen 113 and eight groups
Between form hollow chamber at one.
Wherein, wire sets 111 described in one group are slidably connected in the hollow chamber, and are set in wire sets 111
There is metallic particles filler 112.
Wherein, the height under the occupied state of wire sets 111 is less than the height of hollow chamber, therefore wire sets 111
One section of space is provided between the top of distance from top hollow chamber, slip and follow-up impact behaviour beneficial to wire sets 111
Make.
Wherein, the diameter under the occupied state of wire sets 111 is slightly less than the diameter of hollow chamber, is beneficial to
The slip of wire sets 111 and follow-up blasting operation.
Wherein, two fixing bolts 116 of fixation are played on two pieces of buffering protective cushions 109 in fastening shape
Its top end face is less than the outer face of the affiliated buffering protective cushion 109 under state, avoids the top of fixing bolt 116 to wire sets
111 cause to damage.
Wherein, the quantity of the annular briquetting 110 is not limited to eight groups, can carry out add drop adjustment, hollow beneficial to adjusting
The height of chamber, increase the impact dynamics of wire sets 111.
Wherein, the thickness of the buffering protective cushion 109 is 1/3rd of the gross thickness of lower platen 113.
The specifically used mode of the present embodiment and effect：
Cylinder piston rod 2, which lifts after hydraulic pile driver tup mechanism 1 rises to certain height, to hurtle down, and is beaten in hydraulic pressure
The bottom face of top board 108, the top end face of lower platen 113 and eight groups of annular briquettings are in the fast drop course of Zhuan Ji tups mechanism 1
The wire sets 111 for filling up metallic particles filler 112 in the hollow chamber formed between 110 inner face, because of steel wire
The height that height under 111 occupied states is less than hollow chamber is covered, between the top of the distance from top hollow chamber of wire sets 111
One section of space is provided with, therefore the bottom face of wire sets 111 and the bottom face of hollow chamber are separated, impact head after rapid decrease
114 strike pallet 3 first, and Shock stress Wave is produced between impact head 6 and pallet 1, pass through the form of stress wave, impact head 114
Its impact energy is passed into pallet 3, impact energy is delivered to the stake 4 beaten, realized under stake 4 by pallet 3 in the form of stress wave again
It is heavy；The top end face of hollow chamber will strike the top end faces of wire sets 111 and give wire sets 111 1 impulse forces simultaneously,
So that the bottom face of wire sets 111 is hit to the bottom face of hollow chamber rapidly, this impact is in the form of stress wave
Its inertia energy is passed into pallet 3, then is delivered to the stake 4 beaten, by the space and combines and is filled in steel wire
The setting of metallic particles filler 112 in set 111, bigger impact is formed beneficial to when impact head 114 and pallet 3 are hit
Power, realize that pile after driving operates, further, the upper and lower ends of hollow chamber are buffering protective cushion 109, pass through buffer protection
Pad 109 buffer protections so that wire sets 111 of the present invention reduce and hydraulic pile driver is hammered into shape while greater impact power is formed
Head mechanism 1 causes the probability of damage；
The quantity of annular briquetting 110 is not limited to eight groups, can carry out add drop adjustment, by changing annular briquetting 110
Quantity, to change the height of hollow chamber, beneficial to impact head 114 decline hit when, wire sets 111 temporarily with hollow chamber
The spacing that bottom face is separated lengthens, and then the top end face of hollow chamber gives wire sets 111 bigger shock dynamics, with
Beneficial to the efficiency for improving piling.
Using technical scheme of the present invention, or those skilled in the art is under the inspiration of technical solution of the present invention, if
Similar technical scheme is counted out, and reaches above-mentioned technique effect, is to fall into protection scope of the present invention.
Claims (8)
1. firm hydraulic pile equipment for building, it is characterised in that：The firm hydraulic pile equipment for building includes hydraulic pile
Machine tup mechanism, cylinder piston rod, pallet, stake, oil cylinder connecting seat, fixation clip, upper ring block, lower ring block, bolt, fixation
Latch, cushion pad, top board, buffering protective cushion, annular briquetting, wire sets, metallic particles filler, lower platen, impact head,
Locking nut and fixing bolt；Cylinder piston rod, and hydraulic pile are fixedly connected with the top of the hydraulic pile driver tup mechanism
Machine tup actuator base contacts pallet, and the lower section of pallet is stake；The hydraulic pile driver tup mechanism is by oil cylinder connecting seat, solid
Fixed pressuring plate, upper ring block, lower ring block, bolt, Fixed latches, cushion pad, top board, buffering protective cushion, annular briquetting, steel wire
Net, metallic particles filler, lower platen, impact head, locking nut and fixing bolt collectively constitute；Under the fixation clip
Side is provided with top board, and ring block and lower ring block are provided between top board top end face and the bottom face of fixation clip；
Cushion pad is provided between the fixation clip, upper ring block, lower ring block and top board；The cushion pad inwall fixed setting
There is oil cylinder connecting seat, and the first half of oil cylinder connecting seat is located at foreign side through the outer wall of fixation clip；Set below the top board
Lower platen is equipped with, and annular briquetting described in eight groups is provided between lower platen top end face and top board bottom face；The lower platen
Bottom face is provided with impact head；The fixation clip, upper ring block, lower ring block, top board, annular briquetting, lower platen and hit
Pass through two mutually spacing fixations of the Fixed latches for running through its inwall between tapping the head；The fixation clip, upper ring block, lower ring
Four be distributed between shape block, top board, annular briquetting, lower platen and impact head by circular array shape run through its outer wall
Bolt thread is connected to a fixed, and bolt screw top be connected with locking nut locked it is integral；The top board bottom
Shaft core position is installed with the buffer protection consistent with annular briquetting inner ring diameter by two fixing bolts
Pad；The top shaft core position of the lower platen is installed with and annular briquetting inner ring diameter also by two fixing bolts
The consistent buffering protective cushion.
2. firm hydraulic pile equipment for building as claimed in claim 1, it is characterised in that：The top board bottom face, push
Hollow chamber at one is formed between the inner face of annular briquetting described in plate top end face and eight groups.
3. firm hydraulic pile equipment for building as claimed in claim 1 or 2, it is characterised in that：Slided in the hollow chamber
Wire sets described in one group are connected with, and metallic particles filler is provided with wire sets.
4. the firm hydraulic pile equipment for building as described in claim 1 or 2 or 3, it is characterised in that：The wire sets filling
Height under state is less than the height of hollow chamber, therefore is provided with one section between the top of wire sets distance from top hollow chamber
Space.
5. firm hydraulic pile equipment for building as claimed in claim 1 or 2 or 3 or 4, it is characterised in that：The wire sets
Diameter under occupied state is slightly less than the diameter of hollow chamber.
6. firm hydraulic pile equipment for building as claimed in claim 1, it is characterised in that：Risen on two pieces of buffering protective cushions
To the outer end of two fixing bolts its top end face buffering protective cushion less than belonging under tightening state of fixation
Face.
7. firm hydraulic pile equipment for building as claimed in claim 1, it is characterised in that：The quantity of the annular briquetting is not
Eight groups are confined to, add drop adjustment can be carried out.
8. firm hydraulic pile equipment for building as claimed in claim 1, it is characterised in that：The thickness of the buffering protective cushion is
/ 3rd of lower platen gross thickness.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711035082.3A CN107761730A (en) | 2017-10-30 | 2017-10-30 | Firm hydraulic pile equipment for building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711035082.3A CN107761730A (en) | 2017-10-30 | 2017-10-30 | Firm hydraulic pile equipment for building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107761730A true CN107761730A (en) | 2018-03-06 |
Family
ID=61270834
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711035082.3A Withdrawn CN107761730A (en) | 2017-10-30 | 2017-10-30 | Firm hydraulic pile equipment for building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107761730A (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108385684A (en) * | 2018-03-22 | 2018-08-10 | 广东力源液压机械有限公司 | A kind of the hammer core buffer control method and combined hammer core buffer unit of hydraulic pile driver |
| CN111042129A (en) * | 2019-12-24 | 2020-04-21 | 广东力源液压机械有限公司 | Anti-loosening method and device for hammer core of hydraulic pile driver |
| WO2020153838A1 (en) * | 2019-01-21 | 2020-07-30 | Itrec B.V. | Pile driving methods and systems for driving a pile |
| NL2023210B1 (en) * | 2019-03-28 | 2020-10-06 | Itrec Bv | Pile driving method and system for driving a pile. |
| CN113789783A (en) * | 2021-09-29 | 2021-12-14 | 中机锻压江苏股份有限公司 | Combined hammer head of piling hammer with self-wedging device |
| CN114753364A (en) * | 2022-04-19 | 2022-07-15 | 浙江永安工程机械有限公司 | Hammer core lifting structure with safety function |
| US12123159B2 (en) | 2019-01-21 | 2024-10-22 | Itrec B.V. | Pile driving methods and systems for driving a pile |
-
2017
- 2017-10-30 CN CN201711035082.3A patent/CN107761730A/en not_active Withdrawn
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108385684A (en) * | 2018-03-22 | 2018-08-10 | 广东力源液压机械有限公司 | A kind of the hammer core buffer control method and combined hammer core buffer unit of hydraulic pile driver |
| WO2020153838A1 (en) * | 2019-01-21 | 2020-07-30 | Itrec B.V. | Pile driving methods and systems for driving a pile |
| US12123159B2 (en) | 2019-01-21 | 2024-10-22 | Itrec B.V. | Pile driving methods and systems for driving a pile |
| NL2023210B1 (en) * | 2019-03-28 | 2020-10-06 | Itrec Bv | Pile driving method and system for driving a pile. |
| CN111042129A (en) * | 2019-12-24 | 2020-04-21 | 广东力源液压机械有限公司 | Anti-loosening method and device for hammer core of hydraulic pile driver |
| CN111042129B (en) * | 2019-12-24 | 2024-04-05 | 广东力源液压机械有限公司 | Anti-loosening method and device for hammer core of hydraulic pile driver |
| CN113789783A (en) * | 2021-09-29 | 2021-12-14 | 中机锻压江苏股份有限公司 | Combined hammer head of piling hammer with self-wedging device |
| CN113789783B (en) * | 2021-09-29 | 2022-08-26 | 中机锻压江苏股份有限公司 | Combined hammer head of piling hammer with self-wedging device |
| CN114753364A (en) * | 2022-04-19 | 2022-07-15 | 浙江永安工程机械有限公司 | Hammer core lifting structure with safety function |
| CN114753364B (en) * | 2022-04-19 | 2024-05-07 | 浙江永安工程机械有限公司 | Hammer core lifting structure of safety insurance |
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