CN207228116U - A kind of multifunctional soil pile-grafting machine static pressed pile device - Google Patents
A kind of multifunctional soil pile-grafting machine static pressed pile device Download PDFInfo
- Publication number
- CN207228116U CN207228116U CN201721210163.8U CN201721210163U CN207228116U CN 207228116 U CN207228116 U CN 207228116U CN 201721210163 U CN201721210163 U CN 201721210163U CN 207228116 U CN207228116 U CN 207228116U
- Authority
- CN
- China
- Prior art keywords
- pile
- piling
- prefabricated pile
- prefabricated
- cap
- 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.)
- Expired - Fee Related
Links
Abstract
The utility model discloses a kind of multifunctional soil pile-grafting machine static pressed pile device, include the pylon of construction platform and erection thereon, piling cap is provided with pylon, piling hole is offered in construction platform, some groups of locked components for clamping prefabricated pile are provided with piling hole, the fixation kit for fixing prefabricated pile is provided with the piling cap, when locked component locks prefabricated pile, fixation kit and prefabricated pile are docked and locked.When needing to carry out piling operation, prefabricated pile is hung to above piling hole and is put into piling hole by hanging device, and locked component locks prefabricated pile.After the completion of locking, piling cap moves straight down, and the fixation kit being arranged on piling cap can dock with prefabricated pile and clamp locking prefabricated pile.Construction personnel need not operate hanging device and be aligned repeatedly with piling cap, and the locked component in piling hole and piling hole plays positioning action, improve the convenience that construction personnel changes stake, a time is changed in saving, to improve operating efficiency.
Description
Technical field
Pile-grafting machine technical field is the utility model is related to, is filled particularly to a kind of multifunctional soil pile-grafting machine static pressed pile
Put.
Background technology
Static press piling is a kind of pile pressing method being pressed into prefabricated pile section by section using dead load in soil, when prefabricated pile is perpendicular
When burying middle to static pressure effect sinking, the prefabricated pile periphery soil body occurs rapidly and fierce extruding, and native Pore Pressure is anxious
Play rises, and soil classifiction substantially reduces, so that pile body quickly sinks, has noiseless, shockproof, free of contamination excellent
Point.
Existing notification number is the Chinese patent of CN201232185Y, and it discloses a kind of Multifunctional cement stirring soil to plant stake
Machine, includes the secondary tower for the king-tower of static press piling operation and for deep-cement stirring operation.Pressure is provided with king-tower
Pile cover, is aligned prefabricated pile and piling cap by hanging device, and is aligned with the piling stake position of lower section, power set driving piling
Prefabricated pile is pressed into foundation pit by cap；Power head is provided with secondary tower, power head is deep-layer stirring equipment, and deep-layer stirring equipment exists
Gravitative Loads are lowered into designated depth, then at the uniform velocity lift agitation mud and spray furnace；Vibrating bin is provided with, makes stake in vibrating bin
Vibration and stake Gravitative Loads under sink to faster in soil；Drill bit rotates under water cuts soil, while bottom of drill bit conveying mud
Pump, mixed soil particle are simultaneously overflowed from eating dishes without rice or wine, and form stake holes.By the way that deep-cement is stirred, static press piling, vibration pressing pile construction
Become one with mud armlet bored pile, improve construction operation efficiency to reach, reduce construction operation cost, ensure construction
The purpose of operation quality.
In static pressure piling operation, stake need to be lifted by crane by hanging device, and the pile chuck being aligned in piling cap and stake position,
To ensure the accuracy of piling operation.And when operating hanging device and carrying out aligning operation, it is necessary to which operating personnel's naked eyes are seen
Survey, and human eye observation's difficulty lifts angle and height, it is necessary to adjust repeatedly greatly, causes operating efficiency low, the prior art exists can
Improvements.
Utility model content
For above-mentioned technical problem, the utility model provides a kind of multifunctional soil pile-grafting machine static pressed pile device, it passes through
After setting the locked component for being used for clamping prefabricated pile, locked component to lock prefabricated pile in construction platform, piling cap and prefabricated pile
Dock and lock, to achieve the purpose that to be easy to the hoisting prefabricated stake of construction personnel.
To achieve the above object, the utility model provides following technical solution：A kind of multifunctional soil pile-grafting machine static pressed pile
Device, includes construction platform and sets up pylon thereon, is provided with piling cap on the pylon, in the construction platform
Piling hole is offered, some groups of locked components for clamping prefabricated pile are provided with the piling hole, are set on the piling cap
The fixation kit for fixing prefabricated pile is equipped with, when locked component locks prefabricated pile, fixation kit and prefabricated pile are docked and locked
It is fixed.
By using above-mentioned technical proposal, when needing to carry out piling operation, prefabricated pile is hung to piling hole by hanging device
Top is simultaneously put into piling hole, and locked component locks prefabricated pile.After the completion of locking, piling cap is transported straight down
Dynamic, the fixation kit being arranged on piling cap can dock with prefabricated pile and clamp locking prefabricated pile.Hanging device hangs prefabricated pile
It is filled in piling hole, locked component locks prefabricated pile, and the prefabricated pile after locking is opposite with the fixation kit in piling cap
Should, construction personnel need not operate hanging device and be aligned repeatedly with piling cap, and the locked component in piling hole and piling hole rises
To the effect of positioning, a positioning time is changed to reach saving, improves the purpose of operating efficiency.
The utility model is further arranged to：Locked component described in some groups is uniformly set along piling hole inner wall circumferencial direction
Put, the locked component includes lockplate and the locking actuator for driving lockplate to be connected to prefabricated pile outer wall.
By using above-mentioned technical proposal, locking drive component driving lockplate moves and is connected to prefabricated pile outer wall, with
Realize the purpose of locking prefabricated pile, move in order to piling cap and be connected to each other with prefabricated pile straight down.
The utility model is further arranged to：The locking actuator is hydraulic cylinder, and the lockplate is arc-shaped plate,
Driven by Hydraulic Cylinder lockplate cambered surface fits in prefabricated pile outer wall.
By using above-mentioned technical proposal, moved using hydraulic cylinder as locking actuator driving lockplate, and hydraulic cylinder
There is simple in structure, reliable operation and stable movement, be conducive to the clamping of stabilization and lock prefabricated pile；And lockplate
For arc-shaped plate, can be fitted closely with prefabricated pile outer wall.
The utility model is further arranged to：The pylon tower body centre position is provided with for consolidating the firm of prefabricated pile
Device, the securing device includes installing plate and sets on a mounting board some groups to consolidate component, in the installing plate
Between position offer with circular hole jaggy, prefabricated pile can enter in circular hole along notch, and the firm component clamping is arranged in circle
The prefabricated pile in hole.
By using above-mentioned technical proposal, securing device is set in the centre position of pylon tower body, prefabricated pile can pass through peace
The notch of loading board enters in circular hole, and is locked under the effect of firm component.Securing device and locked component jointly to prefabricated pile into
Row locking, to achieve the purpose that to strengthen prefabricated pile locking stability, prevents it from shaking under extraneous such environmental effects.
The utility model is further arranged to：Component is consolidated described in some groups to be uniformly arranged along circular hole circumferencial direction, it is described
Firm component includes firm plate and the firm actuator for driving firm plate to be connected to prefabricated pile outer wall, the firm drive
Moving part is arranged on installing plate.
By using above-mentioned technical proposal, the firm firm plate of actuator driving moves and is connected to prefabricated pile outer wall, and surely
Gu component is distributed in circular hole circumferencial direction, prefabricated pile uniform force, to achieve the purpose that further to lock prefabricated pile.
The utility model is further arranged to：The firm actuator is hydraulic cylinder, and the firm plate is arc-shaped plate,
Driven by Hydraulic Cylinder consolidates plate cambered surface and fits in prefabricated pile outer wall.
By using above-mentioned technical proposal, moved using hydraulic cylinder as the firm firm plate of actuator driving, and hydraulic cylinder
There is simple in structure, reliable operation and stable movement, be conducive to the clamping of stabilization and lock prefabricated pile；And firm plate
For arc-shaped plate, can be fitted closely with prefabricated pile outer wall.
The utility model is further arranged to：After the fixation kit locks prefabricated pile, the securing device and locking
Module cancels lock, and the piling shade pylon vertical direction moves up and down, and the piling cap moves across circular hole straight down
And prefabricated pile is pressed into soil layer.
By using above-mentioned technical proposal, after fixation kit locks prefabricated pile, securing device and the locked component solution
Except locking, piling cap driving prefabricated pile is pressed into the soil layer of lower section, and piling cap moves may pass through circular hole straight down, consolidates dress
Put, locked component and installing plate will not move piling cap and interfere.
The utility model is further arranged to：The pylon vertical direction is provided with sliding rail, and the piling shade is slided
Dynamic rail road slides, and the tower top is provided with the driving device for driving piling cap to slide, and the driving device is overhead traveling crane.
By using above-mentioned technical proposal, as driving device and piling shade sliding rail is driven to slide using overhead traveling crane,
Sliding rail plays the role of limitation piling cap and rocks, and piling cap can be pressed into lower section along sliding rail vertical and straight movement and by prefabricated pile
In soil layer.
The utility model is further arranged to：The piling cap bottom offers holding holes, and the fixation kit is arranged at
In holding holes, the fixation kit includes fixed plate and the fixed driving for driving fixed plate to be connected to prefabricated pile outer wall
Part.
By using above-mentioned technical proposal, fixed actuator driving fixed plate moves and is connected to prefabricated pile outer wall, with up to
It is simple in structure to the purpose in the soil layer of driving prefabricated pile press-in lower section, it is easy to implement, and fixation kit is arranged on press fitting cap
It is interior, prevent influence of the outside environmental elements to fixation kit.
The utility model is further arranged to：The fixed plate is arc-shaped plate, and the fixed actuator is hydraulic cylinder,
Driven by Hydraulic Cylinder fixed plate cambered surface is fitted closely with prefabricated pile outer wall.
By using above-mentioned technical proposal, fixed plate movement, and hydraulic cylinder are driven as fixed actuator using hydraulic cylinder
There is simple in structure, reliable operation and stable movement, be conducive to the clamping of stabilization and lock prefabricated pile；And fixed plate
For arc-shaped plate, can be fitted closely with prefabricated pile outer wall.
In conclusion the utility model has the advantages that：
One：By adding locked component in construction platform, securing device is set on pylon tower body, and in tower top
Fixation kit is set, and locked component and securing device play the role of positioning, and behaviour is aligned in order to operator's progress prefabricated pile
Make, reduce the action of unnecessary adjustment, improve operating efficiency；
Secondly：Locked component and securing device also act as the effect of definite piling position at the same time, are conducive to prefabricated pile and pressure
The accurate docking of stake position, improves the accuracy of static pressed pile operation.
Brief description of the drawings
Fig. 1 is a kind of multifunctional soil pile-grafting machine static pressed pile equipments overall structure schematic diagram；
Fig. 2 is the sectional view for showing piling hole and locked component；
Fig. 3 is the structure diagram of securing device；
Fig. 4 is the sectional view for showing holding holes and fixation kit；
Fig. 5 is the general structure schematic diagram of multifunctional soil pile-grafting machine.
Reference numeral：1st, construction platform；11st, piling hole；111st, mounting groove；2nd, pylon；21st, upper frame；22nd, overhead traveling crane；23rd, it is sliding
Dynamic rail road；231st, guide rail；3rd, piling cap；31st, holding holes；311st, placing groove；32nd, fixation kit；321st, fixed plate；322nd, it is fixed
Actuator；4th, locked component；41st, lockplate；42nd, actuator is locked；5th, securing device；51st, installing plate；511st, circular hole；512、
Notch；52nd, component is consolidated；521st, plate is consolidated；522nd, actuator is consolidated；6th, hanging device；7th, prefabricated pile；8th, secondary tower；9th, deep layer
Mixing plant.
Embodiment
The utility model is described in further detail below in conjunction with attached drawing.
As shown in Figure 1, a kind of multifunctional soil pile-grafting machine static pressed pile device, includes construction platform 1 and sets up on it
Pylon 2, the piling cap 3 for piling is provided with 2 tower body of pylon, the lock for positioning and locking is provided with construction platform 1
Determine component 4.With reference to shown in Fig. 4, the hanging device 6 for hoisting prefabricated stake 7 is additionally provided with construction platform 1, user passes through
7 bottom of prefabricated pile is suspended at locked component 4 by hanging device 6, and locked component 4 locks prefabricated pile 7, at this time piling cap
3 can be connected to each other with prefabricated pile 7, in order to carry out piling operation, improve butt-joint operation efficiency.
As shown in Fig. 2, offer piling hole 11 in above-mentioned construction platform 1, above-mentioned locked component 4 is along 11 circumference side of piling hole
To being evenly arranged with some groups.Above-mentioned locked component 4 includes the lockplate 41 for clamping prefabricated pile 7 and is locked for driving
Fixed board 41 is connected to the locking actuator 42 of 7 outer wall of prefabricated pile.Above-mentioned lockplate 41 is arc-shaped plate, and lockplate 41 is vertical
Set；Using hydraulic cylinder as above-mentioned locking actuator 42.With reference to shown in Fig. 1, the lockplate 41 of above-mentioned some groups of locked components 4
It is synchronized with the movement in the case where locking actuator 42 acts on and is connected to 7 outer wall of prefabricated pile, reaches to prefabricated pile 7 into line-locked mesh
's；
The mounting groove 111 for installing locked component 4 is coaxially offered on above-mentioned 11 inner wall of piling hole, mounting groove 111 is
Circular groove, above-mentioned locking actuator 42 is horizontally disposed and is uniformly installed on along 11 circumferencial direction of piling hole in circular groove.When
When prefabricated pile 7 is arranged in piling hole 11, the locked component 4 in mounting groove 111 can lock prefabricated pile 7.
As shown in Figure 1, to achieve the purpose that the firm prefabricated pile 7 being locked in piling hole 11, prevent it in external environment
Effect is lower to be occurred significantly to rock, and the securing device 5 for consolidating prefabricated pile 7 is provided with above-mentioned pylon 2, user passes through
When hanging device 6 lifts prefabricated pile 7 to piling hole 11, securing device 5 at the same time locks it, and piling cap 3 carries out again
Static press piling operation.
As shown in figure 3, above-mentioned securing device 5 includes firm component 52 for consolidating prefabricated pile 7 and for setting up
The installing plate 51 of firm component 52.With reference to shown in Fig. 1, installing plate 51 is horizontally disposed, and 51 one end of installing plate is fixedly connected on tower
The centre position of 2 tower body height of frame, the other end extend horizontally away pylon 2.Above-mentioned installing plate 51 is with jagged 512 circular slab
Part, and 51 center location of installing plate offers a circular hole 511, notch 512 is connected with circular hole 511.Above-mentioned firm component 52 wraps
Include be useful for clamping prefabricated pile 7 firm plate 521 and for driving firm plate 521 to move and being connected to 7 outer wall of prefabricated pile
Firm actuator 522, can use hydraulic cylinder as above-mentioned firm actuator 522.Above-mentioned firm actuator 522 is arranged at installing plate
Some groups are uniformly arranged on 51 and along 51 circumferencial direction of installing plate, hanging apparatus lifts prefabricated pile 7 to circular hole along notch 512
At 511, firm component 52 locks prefabricated pile 7.
As shown in Figure 1, the above-mentioned top of pylon 2 is provided with upper frame 21, it is provided with upper frame 21 for driving piling cap 3 to move
Driving device, driving device is overhead traveling crane 22.Movement is prefabricated pile 7 to above-mentioned piling cap 3 straight down under self gravitation effect
Static pressure is provided, above-mentioned overhead traveling crane 22 then plays the role of lifting piling cap 3, to achieve the purpose that to drive piling cap 3 to move back and forth；
In order to achieve the purpose that smooth drive piling cap 3 moves, prevent piling cap 3 from occurring significantly to rock, above-mentioned tower
Sliding rail 23 is provided with 2 tower body of frame.Above-mentioned sliding rail 23 includes two guide rails 231 being vertically arranged, and two guide rails 231 are equal
It is arranged in circular hole 511,231 one end of guide rail is fixedly connected on upper frame 21, and the other end is fixedly connected on ground.With reference to Fig. 3
Shown, above-mentioned piling cap 3 is slidably matched with two guide rails 231, and may pass through circular hole 511 and move downward.
As shown in figure 4, above-mentioned 3 bottom of piling cap offers holding holes 31, with reference to shown in Fig. 1, along its circle in holding holes 31
Circumferential direction is evenly arranged with some groups of fixation kits 32 for being used to lock prefabricated pile 7, and fixation kit 32 includes pre- for locking
The fixed plate 321 of stake 7 processed and for driving fixed plate 321 to be connected to the fixation actuator 322 of 7 outer wall of prefabricated pile.It is above-mentioned solid
Fixed board 321 is arc-shaped plate, and fixed plate 321 is vertically arranged；Above-mentioned fixed actuator 322 is hydraulic cylinder, hydraulic cylinder piston
Bar is realized by screw with fixed plate 321 and is detachably connected.The fixed plate 321 of above-mentioned some groups of fixation kits 32 drives fixed
Part 322 is synchronized with the movement under acting on and is connected to 7 outer wall of prefabricated pile, to reach to prefabricated pile 7 into line-locked purpose；
Coaxially offer placing groove 311 on above-mentioned 31 inner wall of holding holes, placing groove 311 is circular groove, above-mentioned some groups
Fixation kit 32 is uniformly arranged in placing groove 311 along 31 circumferencial direction of holding holes.When above-mentioned locked component 4 and securing device 5
After locking prefabricated pile 7, above-mentioned piling cap 3 moves straight down, and above-mentioned fixation kit 32 clamps and locks prefabricated pile 7, locking
Component 4 and securing device 5 release the locking to prefabricated pile 7, and piling cap 3 drives prefabricated pile 7 to move downward and is pressed into lower section soil layer
In.
As shown in figure 5, being additionally provided with the secondary tower 8 for deep-layer stirring operation in above-mentioned construction platform 1, set on secondary tower 8
There are deep-layer stirring equipment 9 and the crane for lifting deep-layer stirring equipment 9, deep-layer stirring equipment 9 can be under Gravitative Loads
In the soil layer of insertion lower section；The hanging device 6 for hoisting prefabricated stake 7 is additionally provided with above-mentioned construction platform 1.
The utility model is expanded on further with reference to specifically acting：
When needing to carry out static pressed pile operation, user is lifted prefabricated pile 7 to 4 He of locked component by hanging device 6
At securing device 5, in 7 lower end of prefabricated pile insertion piling hole 11, and locking is clamped by locked component 4, that is, lock actuator 42 and drive
Dynamic lockplate 41 is connected to 7 outer wall of prefabricated pile, completes the Primary Location operation to prefabricated pile 7；
7 upper end of prefabricated pile is entered in circular hole 511 by 51 notch 512 of installing plate, and clamps locking by firm component 52, i.e.,
The firm firm plate 521 of the driving of actuator 522 is connected to 7 outer wall of prefabricated pile, completes further to consolidate operation to prefabricated pile 7；
After the locking of locked component 4 and securing device 5 is completed, piling cap 3 moves directly straight down along sliding rail 23
Untill in the top of prefabricated pile 7 insertion holding holes 31.After completing above-mentioned action, fixation kit 32 carries out clamping lock to prefabricated pile 7
Fixed, i.e., fixed actuator 322 drives fixed plate 321 to be connected to prefabricated pile outer wall；
After fixation kit 32 completes the locking to prefabricated pile 7, locked component 4 and securing device 5 are released to prefabricated pile 7
Locking, piling cap 3 provide static pressure straight down for prefabricated pile 7 under the effect of gravity, to reach under driving prefabricated pile 7 is pressed into
The purpose of necromancer layer, repeats aforesaid operations, carries out the static pressed pile operation of multistage prefabricated pile 7.
This specific embodiment is only explanation to the utility model, it is not the limitation to the utility model, ability
Field technique personnel as needed can make the present embodiment the modification of no creative contribution after this specification is read, but
As long as all protected in the right of the utility model be subject to Patent Law.
Claims (10)
1. a kind of multifunctional soil pile-grafting machine static pressed pile device, includes construction platform（1）And the pylon of erection thereon（2）,
The pylon（2）On be provided with piling cap（3）, it is characterised in that：The construction platform（1）On offer piling hole（11）, institute
State piling hole（11）Inside it is provided with for clamping prefabricated pile（7）Some groups of locked components（4）, the piling cap（3）Upper setting
It is useful for fixed prefabricated pile（7）Fixation kit（32）, work as locked component（4）Lock prefabricated pile（7）When, fixation kit（32）With
Prefabricated pile（7）Dock and lock.
A kind of 2. multifunctional soil pile-grafting machine static pressed pile device according to claim 1, it is characterised in that：Lock described in some groups
Determine component（4）Along piling hole（11）Circumferencial direction is uniformly arranged, the locked component（4）Include lockplate（41）And it is used for
Drive lockplate（41）It is connected to prefabricated pile（7）The locking actuator of outer wall（42）.
A kind of 3. multifunctional soil pile-grafting machine static pressed pile device according to claim 2, it is characterised in that：The locking driving
Part（42）For hydraulic cylinder, the lockplate（41）For arc-shaped plate, Driven by Hydraulic Cylinder lockplate（41）Cambered surface fits in prefabricated
Stake（7）Outer wall.
A kind of 4. multifunctional soil pile-grafting machine static pressed pile device according to claim 3, it is characterised in that：The pylon（2）
It is provided with tower body for consolidating prefabricated pile（7）Securing device（5）, the securing device（5）Include installing plate（51）With
And it is arranged on installing plate（51）On some groups consolidate component（52）, the installing plate（51）Centre position is offered with jagged
（512）Circular hole（511）, prefabricated pile（7）Circular hole can be entered along notch（511）It is interior, the firm component（52）Clamping is arranged in
Circular hole（511）Prefabricated pile（7）.
A kind of 5. multifunctional soil pile-grafting machine static pressed pile device according to claim 4, it is characterised in that：It is steady described in some groups
Gu component（52）Along circular hole（511）Circumferencial direction is uniformly arranged, the firm component（52）Include firm plate（521）And use
In the firm plate of driving（521）It is connected to prefabricated pile（7）The firm actuator of outer wall（522）, the firm actuator（522）Set
In installing plate（51）On.
A kind of 6. multifunctional soil pile-grafting machine static pressed pile device according to claim 5, it is characterised in that：The firm driving
Part（522）For hydraulic cylinder, the firm plate（521）For arc-shaped plate, Driven by Hydraulic Cylinder consolidates plate（521）Cambered surface fits in pre-
Stake processed（7）Outer wall.
A kind of 7. multifunctional soil pile-grafting machine static pressed pile device according to claim 6, it is characterised in that：When described fixed group
Part（32）Lock prefabricated pile（7）Afterwards, the securing device（5）And locked component（4）Unlock, the piling cap（3）Along tower
Frame（2）Vertical direction moves up and down, the piling cap（3）Circular hole is moved across straight down（511）And by prefabricated pile（7）Press-in
In soil layer.
A kind of 8. multifunctional soil pile-grafting machine static pressed pile device according to claim 1, it is characterised in that：The pylon（2）
Vertical direction is provided with sliding rail（23）, the piling cap（3）Along sliding rail（23）Slide, the pylon（2）Top is set
It is equipped with for driving piling cap（3）The driving device of slip, the driving device are overhead traveling crane（22）.
A kind of 9. multifunctional soil pile-grafting machine static pressed pile device according to claim 8, it is characterised in that：The piling cap
（3）Bottom offers holding holes（31）, the fixation kit（32）It is arranged at holding holes（31）It is interior, the fixation kit（32）Bag
Fixed plate is included（321）And for driving fixed plate（321）It is connected to prefabricated pile（7）The fixation actuator of outer wall（322）.
A kind of 10. multifunctional soil pile-grafting machine static pressed pile device according to claim 9, it is characterised in that：The fixed plate
（321）For arc-shaped plate, the fixed actuator（322）For hydraulic cylinder, Driven by Hydraulic Cylinder fixed plate（321）Cambered surface with it is prefabricated
Stake（7）Outer wall fits closely.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721210163.8U CN207228116U (en) | 2017-09-19 | 2017-09-19 | A kind of multifunctional soil pile-grafting machine static pressed pile device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721210163.8U CN207228116U (en) | 2017-09-19 | 2017-09-19 | A kind of multifunctional soil pile-grafting machine static pressed pile device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207228116U true CN207228116U (en) | 2018-04-13 |
Family
ID=61863105
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721210163.8U Expired - Fee Related CN207228116U (en) | 2017-09-19 | 2017-09-19 | A kind of multifunctional soil pile-grafting machine static pressed pile device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207228116U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109137915A (en) * | 2018-09-14 | 2019-01-04 | 安徽省路港工程有限责任公司 | Peg board formula roadbed tubular pole is dry to dig implant module structure and its construction method |
| CN109826197A (en) * | 2019-03-13 | 2019-05-31 | 江苏科技大学 | The reducing pile cover structure of off-shore structure foundation pile |
| CN111549780A (en) * | 2020-06-02 | 2020-08-18 | 东北岩土工程勘察总公司 | Protective equipment for construction of super-long precast pile |
-
2017
- 2017-09-19 CN CN201721210163.8U patent/CN207228116U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109137915A (en) * | 2018-09-14 | 2019-01-04 | 安徽省路港工程有限责任公司 | Peg board formula roadbed tubular pole is dry to dig implant module structure and its construction method |
| CN109137915B (en) * | 2018-09-14 | 2021-03-30 | 安徽省路港工程有限责任公司 | Pile plate type roadbed pipe pile dry-digging implantation module structure and construction method thereof |
| CN109826197A (en) * | 2019-03-13 | 2019-05-31 | 江苏科技大学 | The reducing pile cover structure of off-shore structure foundation pile |
| CN109826197B (en) * | 2019-03-13 | 2024-02-02 | 江苏科技大学 | Variable diameter pile cap structure of foundation pile for offshore construction |
| CN111549780A (en) * | 2020-06-02 | 2020-08-18 | 东北岩土工程勘察总公司 | Protective equipment for construction of super-long precast pile |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207228116U (en) | A kind of multifunctional soil pile-grafting machine static pressed pile device | |
| CN201924360U (en) | Multifunctional hydraulic static pile press | |
| CN109487822B (en) | Method for installing and adjusting steel pipe column in reverse construction and control device | |
| CN103669351A (en) | Full-stroke hole-leading hydraulic static pile driver | |
| CN106400764A (en) | Assembled offshore single-pile foundation construction platform and construction process thereof | |
| CN201738321U (en) | Multifunctional pile machine | |
| CN108265708A (en) | Stake construction equipment | |
| CN207934087U (en) | A kind of water mill bores the constructing structure of cooperation manually digging hole | |
| CN106276056A (en) | Multi-segmental combination type earthwork perpendicular lifting apparatus | |
| CN206428687U (en) | A kind of marine single-pile foundation construction platform of pin-connected panel | |
| CN207609374U (en) | Lift self-travel type full-sleeve full-rotation drill | |
| CN107326904A (en) | One kind is voluntarily without counterweight static press piling equipment | |
| CN110344414A (en) | A kind of pilot hole plant stake piling all-in-one machine | |
| CN206680994U (en) | Assembled steel reinforced cage descending frame | |
| CN105604061B (en) | A kind of surface unit and its construction method entering rock installation for steel-pipe pile in water | |
| CN204625014U (en) | Deviated wells rig blowout preventer hydraulic hanging apparatus | |
| CN208578032U (en) | Stake construction equipment | |
| CN103147437A (en) | Section steel soil cement mixing pile with longitudinal displacement mechanism | |
| CN201347552Y (en) | Multifunctional pile punching and expanding machine | |
| CN103979442B (en) | The method of 6400 tons of Hydraulic double-type crane lifting cost tropsch reactors | |
| CN107098278B (en) | A kind of concrete pipe culvert transfer crane for road construction | |
| CN209163731U (en) | The pore-forming equipment of a variety of diameters can be fast implemented in loess geology | |
| CN205116239U (en) | Engineering pile foundation static load detects resistance anchor hoe | |
| CN112144519B (en) | Drilling tool, cement-soil mixing pile sinking all-in-one machine and construction method of composite pile | |
| CN203891023U (en) | Pile driving platform device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180413 Termination date: 20190919 |