CN110144892A - Stake machine - Google Patents
Stake machine Download PDFInfo
- Publication number
- CN110144892A CN110144892A CN201810147989.7A CN201810147989A CN110144892A CN 110144892 A CN110144892 A CN 110144892A CN 201810147989 A CN201810147989 A CN 201810147989A CN 110144892 A CN110144892 A CN 110144892A
- Authority
- CN
- China
- Prior art keywords
- pile
- column
- diagonal brace
- machine platform
- screw rod
- 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
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
- E02D7/02—Placing by driving
- E02D7/06—Power-driven drivers
- E02D7/14—Components for drivers inasmuch as not specially for a specific driver construction
-
- 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
- E02D7/16—Scaffolds or supports for drivers
-
- 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
- E02D7/16—Scaffolds or supports for drivers
- E02D7/165—Scaffolds or supports for drivers of variable length, e.g. foldable or telescopic
Abstract
The present invention provides a kind of machines, are related to piling machine technical field.This machine includes stake machine platform, column, is set on stake machine platform, and the side of column has been slidably connected the pile chuck run along its length direction, and pile chuck has clip pile hole；Further include holder for pile release device, is set on stake machine platform, at least there is a pair of of clamping limb, foring between a pair of of clamping limb can be with the holder for pile release channel of clip pile hole coaxial line；And diagonal brace, the other side of one end and column is hinged, and the other end and stake machine platform are hinged, and diagonal brace can be flexible to adjust column relative to the verticality on ground and make clip pile hole and holder for pile release channel coaxial line along its length direction.Length by adjusting diagonal brace realizes the correction of column verticality, when column is higher with respect to ground verticality, pile chuck clamps prefabricated pile along column slide downward, and the angle offset degree being inserted into the pile foundation hole of ground reduces therewith, to improve prefabricated pile pitching pile, the accuracy to stake.
Description
Technical field
The present invention relates to piling machine technical field more particularly to a kind of machines.
Background technique
Building, dykes and dams and highway, bridge work progress in, in order to ensure the stability of ground, generally require on ground
Pile foundation is squeezed into base, piling needs to use piling machine, and piling machine generally comprises a machine platform and pile sinking device, and pile sinking device is mounted on stake
On the column of machine platform front, it can move up and down along column；Pile chuck is installed on pile sinking device, pile chuck for clamping and
To the clamping position of prefabricated pile when carrying prefabricated pile, prefabricated pile be sent into pile foundation hole, and being used for pile sinking.
Prefabricated pile is inserted into along the pile foundation hole on ground in the case where the clamping of pile chuck drives along the downward vertical motion of column, column
Can the verticality relative to ground is directly related to prefabricated pile be inserted vertically into pile foundation hole that (prefabricated pile is if not be vertically inserted into
It will affect the bearing capacity of prefabricated pile in pile foundation hole, can also cannot achieve between prefabricated pile and prefabricated pile accurate docks).It is existing
Piling machine heavier situation of prefabricated pile clamped by the pile chuck of operation or stake machine in the environment of facing ground out-of-flatness
Under, the column of stake machine will appear inclination, can not be directed to this situation perpendicular on ground, existing stake machine can not be vertical
Adjusting its column after column appearance inclination makes uprights vertical in ground.
That is, column not can guarantee with respect to the verticality on ground, and cause prefabricated pile that can not be inserted vertically into when piling machine works
On ground in pile foundation hole, to influence the pitching pile of prefabricated pile, to stake.
Summary of the invention
The purpose of the present invention is to provide a kind of machines, when solving stake machine existing in the prior art work, column phase
The verticality on ground not can guarantee, and the position precision on prefabricated pile insertion ground in pile foundation hole is caused not can guarantee, thus
Influence prefabricated pile pitching pile, to stake the technical issues of.
Stake machine provided by the invention, it includes stake machine platform, and operation is on the ground；Column is set on the stake machine platform,
The side of the column be slidably connected along its length direction run pile chuck, the pile chuck have clip pile hole；It is also
It including holder for pile release device, is set on the stake machine platform, at least there is a pair of of clamping limb, between a pair of clamping limb
Foring can be with the holder for pile release channel of clip pile hole coaxial line；And diagonal brace, the other side of one end and column is hinged, separately
One end and stake machine platform are hinged, the diagonal brace can along its length direction it is flexible with adjust column relative to ground verticality simultaneously
Make clip pile hole and holder for pile release channel coaxial line.
Further, the flexible position of diagonal brace is adjusted on the diagonal brace close to the stake machine platform.
Further, one end of the diagonal brace is hinged by the first screw rod and the stake machine platform, first screw rod
One end is screwed into one end of the diagonal brace；Mounting base is hinged on the stake machine platform, the other end of first screw rod is stretched
Enter in the mounting base, the mounting base is equipped with the actuator for driving the first screw rod rotation, first screw rod
It rotates so that the diagonal brace is flexible along the length direction of first screw rod.
Further, one end of the diagonal brace is hinged by hydraulic cylinder and the stake machine platform, the cylinder body of the hydraulic cylinder
It is articulated on the stake machine platform, the piston rod of the hydraulic cylinder is connected to one end of the diagonal brace；
Or, the piston rod of the hydraulic cylinder is articulated on the stake machine platform, the cylinder body of the hydraulic cylinder is connected to described
One end of diagonal brace.
Further, the diagonal brace includes first body of rod, one end and the stake machine platform of one end and the column hingedly
Hinged second body of rod, the second screw rod, barrel and third screw rod；The one of the other end of first body of rod and second screw rod
Hold affixed, one end of the other end and the barrel of second screw rod is spirally connected, the other end and third spiral shell of second body of rod
One end of bar is affixed, and the other end of the other end and the barrel of the third screw rod is spirally connected, the screw thread rotation at the barrel both ends
To opposite.
Further, the junction of the diagonal brace and the column is located at the top of the column.
Further, the column is equipped with supporting beam, and when installing the column, the supporting beam is used to support described oblique
Support.
Stake machine of the present invention has the beneficial effect that
Stake machine provided by the invention, the stake machine platform including being used to support, the pile chuck for clamping prefabricated pile, for pacifying
Dress pile chuck and the diagonal brace and holder for pile for playing the column of guiding role to it, being adjusted by length adjustment column angle
Release device, diagonal brace both ends are hingedly connected on a machine platform and column, and two hinge joints are constant, and stake machine platform position is constant,
When then diagonal brace length changes, column changes therewith with respect to the angle of stake machine platform, to be realized by the adjusting to diagonal brace length
The correction of column verticality.
In use, stake machine platform fixes on the ground, on the holder for pile release channel in holder for pile release device and ground
Pile foundation hole position it is corresponding, column is mounted on a machine platform, diagonal brace both ends are hingedly connected to column and stake machine platform
On, column is tensed；After the installation is completed, operator can by laser plummet apparatus or other be able to detect column verticality
Instrument detection column verticality, if detecting column, with respect to the verticality on ground, there are deviations, according to the offset of column
Direction carries out elongation adjusting or shortens to adjust to diagonal brace, and stake machine platform position is constant, diagonal brace both ends and stake machine platform and column
Hinge joint position is constant, then when diagonal brace length changes, column also changes therewith with respect to the angle of stake machine platform, until
When laser plummet apparatus detects that the verticality deviation of column is eliminated, stop the length for adjusting diagonal brace, at this moment pile chuck clamping is prefabricated
Along the vertical slide downward of column, the angle offset degree being inserted into the pile foundation hole of ground reduces therewith for stake, realizes that prefabricated pile is vertically inserted
Enter into the soil body or pile foundation hole, avoids precast pile inclination.
In addition, the holder for pile release channel of holder for pile release device is passed through before the lower end insertion pile foundation hole of prefabricated pile, it is auxiliary
It helps prefabricated pile to realize straight down to be inserted into the soil body.
Detailed description of the invention
It, below will be to specific in order to illustrate more clearly of the specific embodiment of the invention or technical solution in the prior art
Embodiment or attached drawing needed to be used in the description of the prior art be briefly described, it should be apparent that, it is described below
Attached drawing is some embodiments of the present invention, for those of ordinary skill in the art, before not making the creative labor
It puts, is also possible to obtain other drawings based on these drawings.
Fig. 1 is the first structure diagram of stake machine provided in an embodiment of the present invention；
Fig. 2 is the second structural schematic diagram of stake machine provided in an embodiment of the present invention；
Fig. 3 is the third structural schematic diagram of stake machine provided in an embodiment of the present invention；
Fig. 4 is the three dimensional structure diagram of holder for pile release device in Fig. 1.
Icon: 1- machine platforms；2- diagonal brace；3- column；4- pile chuck；5- holder for pile release device；6- support
Beam；First body of rod of 21-；Second body of rod of 22-；41- actuator；The first screw rod of 42-；44- hydraulic cylinder；441- cylinder body；
442- piston rod；The second screw rod of 45-；46- barrel；47- third screw rod；51- holder for pile release channel；52- clamping limb；
53- driving device.
Specific embodiment
Technical solution of the present invention is clearly and completely described below in conjunction with attached drawing, it is clear that described implementation
Example is a part of the embodiment of the present invention, instead of all the embodiments.Based on the embodiments of the present invention, ordinary skill
Personnel's every other embodiment obtained without making creative work, shall fall within the protection scope of the present invention.
In the description of the present invention, it should be noted that term " center ", "upper", "lower", "left", "right", "vertical",
The orientation or positional relationship of the instructions such as "horizontal", "inner", "outside" be based on the orientation or positional relationship shown in the drawings, merely to
Convenient for description the present invention and simplify description, rather than the device or element of indication or suggestion meaning must have a particular orientation,
It is constructed and operated in a specific orientation, therefore is not considered as limiting the invention.In addition, term " first ", " second ",
" third " is used for descriptive purposes only and cannot be understood as indicating or suggesting relative importance.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " installation ", " phase
Even ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or be integrally connected；It can
To be mechanical connection, it is also possible to be electrically connected；It can be directly connected, can also can be indirectly connected through an intermediary
Connection inside two elements.For the ordinary skill in the art, above-mentioned term can be understood at this with concrete condition
Concrete meaning in invention.
The present embodiment provides a kind of machines, and as Figure 1-Figure 4, it includes stake machine platform 1, and operation is on the ground；Column
3, be set to stake machine platform 1 on, the side of column 3 be slidably connected along its length direction run pile chuck 4, pile chuck 4 have
There is clip pile hole；It further includes holder for pile release device 5, is set on stake machine platform 1, at least has a pair of of clamping limb 52, a pair of
Foring between clamping limb 52 can be with the holder for pile release channel 51 of clip pile hole coaxial line；With diagonal brace 2, one end and column 3
The other side is hinged, and the other end and stake machine platform 1 are hinged, and diagonal brace 2 can be flexible to adjust column 3 relative to ground along its length direction
The verticality in face simultaneously makes clip pile hole and 51 coaxial line of holder for pile release channel.Further, telescopic position setting on diagonal brace 2
In diagonal brace 2 close to the position of machine platform 1.
Stake machine provided in this embodiment, the stake machine platform 1 including being used to support, are used the pile chuck 4 for clamping prefabricated pile
In the diagonal brace 2 for installing pile chuck 4 and playing the column 3 of guiding role to it, being adjusted by 3 angle of length adjustment column
With holder for pile release device 5,2 both ends of diagonal brace are hingedly connected on a machine platform 1 and column 3, and two hinge joints are constant, and stake machine is flat
1 position of platform is constant, then when 2 length of diagonal brace changes, column 3 changes therewith with respect to the angle of machine platform 1, thus by diagonal brace
The correction of 3 verticality of column is realized in the adjusting of 2 length.
In use, stake machine platform 1 fixes on the ground, the holder for pile release channel 51 in holder for pile release device 5 and ground
The position of pile foundation hole on face is corresponding, and column 3 is mounted on a machine platform 1, and 2 both ends of diagonal brace are hingedly connected to 3 He of column
On stake machine platform 1, column 3 is tensed；After the installation is completed, operator can by laser plummet apparatus or other be able to detect
The verticality of the instrument detection column 3 of 3 verticality of column, if detecting column 3, with respect to the verticality on ground, there are deviation, roots
According to column 3 offset direction to diagonal brace 2 carry out elongation adjusting or shorten adjust, 1 position of stake machine platform is constant, 2 both ends of diagonal brace with
The hinge joint position of stake machine platform 1 and column 3 is constant, then when 2 length of diagonal brace changes, angle of the column 3 with respect to machine platform 1
Degree also changes therewith, until stopping adjusting diagonal brace 2 when laser plummet apparatus detects that the verticality deviation of column 3 is eliminated
Length, at this moment pile chuck 4 clamp prefabricated pile slided straight down along column 3, be inserted into ground pile foundation hole in angle offset degree with
Reduction, realize prefabricated pile be vertically inserted into the soil body or pile foundation hole, avoid precast pile inclination.
In addition, to pass through the holder for pile release channel of holder for pile release device 5 before the lower end insertion pile foundation hole of prefabricated pile
51, auxiliary prefabricated pile is realized and is inserted into the soil body straight down.
Adjusting of the personnel to 2 length of diagonal brace for ease of operation adjusts the flexible portion of diagonal brace 2 in the present embodiment, on diagonal brace 2
It position can be close to stake machine platform 1.When needing to adjust the length of diagonal brace 2, operator need to only stand or squat on stake machine platform 1 just
It can complete to adjust, operate Portable safety.
Specifically, in the present embodiment, as shown in Figure 1, one end of diagonal brace 2 can pass through the first screw rod 42 and stake machine platform 1
Hingedly, one end of the first screw rod 42 is screwed into one end of diagonal brace 2；It is hinged with mounting base on stake machine platform 1, the first screw rod 42
The other end protrudes into mounting base, and mounting base is equipped with the actuator 41 for driving the first screw rod 42 to rotate, the first 42 turns of screw rod
It moves so that diagonal brace 2 is flexible along the length direction of the first screw rod 42.After column 3 is installed, detect column 3 with respect to ground
Verticality drives the rotation of the first screw rod 42 there are actuator 41, actuator 41 when deviation, is opened, and the first screw rod 42 is according to actuator
The rotation direction of 41 drivings screws in diagonal brace 2 or screws out diagonal brace 2, controls the first screw rod 42 by the first screw rod 42 of rotation and stretches out diagonal brace
2 length realizes the adjusting to 2 length of diagonal brace, and then completes the adjusting of 3 verticality of column, improve prefabricated pile along column 3 to
Accuracy in lower movement insertion pile foundation hole.
In addition to above structure, in the present embodiment, as shown in Fig. 2, one end of diagonal brace 2 passes through hydraulic cylinder 44 and stake machine platform 1
Hingedly, the cylinder body 441 of hydraulic cylinder 44 is articulated on a machine platform 1, and the piston rod 442 of hydraulic cylinder 44 is connected to one end of diagonal brace 2；
Or, the piston rod 442 of hydraulic cylinder 44 is articulated on a machine platform 1, the cylinder body 441 of hydraulic cylinder 44 is connected to one end of diagonal brace 2.This
In be illustrated so that the cylinder body 441 of hydraulic cylinder 44 is articulated on a machine platform 1 as an example, after column 3 is installed, detect column 3
Verticality there are when deviation, according to the offset direction of column 3, pass through and adjust the piston rod 442 of hydraulic cylinder 44 and stretch out cylinder body 441
Length complete the length adjustment of diagonal brace 2 and improve prefabricated pile and moved downward along column 3 to complete the adjusting of 3 verticality of column
The accuracy being inserted into pile foundation hole.When 442 end of piston rod of hydraulic cylinder 44 is articulated on a machine platform 1, the work of adjustment length
Make principle and the cylinder body 441 of above-mentioned hydraulic cylinder 44 and be articulated with identical when machine platform 1, which is not described herein again.
In the present embodiment, as shown in figure 3, diagonal brace 2 may include the first hinged body of rod 21 of one end and column 3, one end with
Stake machine platform 1 hinged second body of rod 22, the second screw rod 45, barrel 46 and third screw rod 47；The other end of first body of rod 21 with
One end of second screw rod 45 is affixed, and one end of the other end and barrel 46 of the second screw rod 45 is spirally connected, the other end of second body of rod 22
Affixed with one end of third screw rod 47, the other end of the other end and barrel 46 of third screw rod 47 is spirally connected, the spiral shell at 46 both ends of barrel
Line is oppositely oriented.The thread rotary orientation of 46 both ends inner wall of barrel is on the contrary, when to first direction rotating barrel 46, the second screw rod 45 and
Three screw rods 47 are moved towards the direction close to other side, so as to shorten the length of diagonal brace 2；Correspondingly, to opposite with first direction
Second direction rotating barrel 46, the second screw rod 45 and third screw rod 47 are moved towards the direction backwards to other side, to increase diagonal brace 2
Length, to realize adjusting to 2 length of diagonal brace by the rotation direction of control barrel 46, and then complete 3 verticality of column
It adjusts, improves the accuracy that prefabricated pile moves insertion pile foundation hole along column 3.
In the present embodiment, adjusting rod is also provided on diagonal brace 2, one end of adjusting rod is articulated on a machine platform 1, another
End is uniformly provided with multiple buckles along its length, and 2 one end of diagonal brace is articulated on column 3, and other end outer wall is equipped with card slot, card slot
Match with buckle.When initial, the buckle on adjusting rod is detached from the card slot on diagonal brace 2, when column 3 needs to adjust verticality, leads to
It overregulates card slot and is caught in the length adjustment for completing diagonal brace 2 in different buckles, to complete the adjusting of 3 verticality of column, improve
Prefabricated pile moves downward the accuracy in insertion pile foundation hole along column 3.
Specifically, as shown in Figure 1-Figure 3, the junction of diagonal brace 2 and column 3 can be located at column 3 in the present embodiment
Top.One end of diagonal brace 2 is articulated on a machine platform 1, and the other end is articulated on column 3, when the length of diagonal brace 2 changes certain value
When, diagonal brace 2 and the junction of column 3 are bigger away from the height value of stake machine platform 1, and the corresponding angle offset of column 3 is smaller, diagonal brace 2
The degree of regulation of column 3 is bigger, when the hinged place of diagonal brace 2 and column 3 is located at the top of column 3,2 column 3 of diagonal brace
Angular adjustment precision is larger, more conducively the adjusting of the verticality accuracy of column 3.
In the present embodiment, as shown in Figure 1-Figure 3, supporting beam 6 can be equipped on column 3, when column 3 is installed, supporting beam
6 are used to support diagonal brace 2.When initial, column 3 is placed on a machine platform 1 or ground, and one end of diagonal brace 2 is articulated on column 3,
Specifically, the bottom end of column 3 is articulated on a machine platform 1, when column 3 is installed, pull column 3 along hinge by equipment such as hoist engines
Place's rotation is connect, until reaching vertical state, during column 3 rotates, diagonal brace 2 rotates simultaneously with column 3, and diagonal brace 2 exists
Angle is formed between column 3 under the supporting role of supporting beam 6, to reduce since the length of diagonal brace 2 is greater than column 3, diagonal brace 2
During rotating synchronously with column 3,2 bottom terminal ends of diagonal brace and stake machine platform 1 interfere and cause column 3 can not rotation situation
Generation, column 3 with respect to machine platform 1 it is vertically-mounted after the completion of, the lower end of diagonal brace 2 is articulated on a machine platform 1, then
By verticality of the length adjustment column 3 with respect to ground for adjusting diagonal brace 2.The setting of supporting beam 6 completes diagonal brace 2 with vertical
Column 3 rotate synchronously, complete column 3 on the basis of the installation on stake machine platform 1, it is possible to reduce or even avoid connection diagonal brace 2 with
High altitude operation when column 3 reduces operation difficulty.
Specifically, as shown in figure 4, driving device 53 can be equipped in holder for pile release device 5, being driven in the present embodiment
Dynamic device 53 is for driving the diametrically reciprocating along holder for pile release channel 51 of clamping limb 52.Multiple clamping limbs 52 form pile holder
Release channel 51 is held, driving device 53 can drive clamping limb 52 to control holder for pile along the radial motion of holder for pile release channel 51
The size of release channel 51, when prefabricated pile needs to be inserted into pile foundation hole along holder for pile release channel 51, driving device 53 is driven
The aperture for the holder for pile release channel 51 that clamping limb 52 is formed is slightly larger than the diameter of prefabricated pile, and holder for pile release channel 51 is allowing
It on the basis of prefabricated pile passes through out of holder for pile release channel 51, can be limited with the position of prefabricated pile, improve prefabricated pile
Into the accuracy in pile foundation hole；When the matrix hardness in pile foundation hole is smaller, it is inserted into pile foundation hole to reduce prefabricated pile in weight
Fall into pile foundation hole bottom under power effect, and under the influence of a prefabricated pile precise manner aligned with it generation, when prefabricated pile passes through
Holder for pile release channel 51 is inserted into pile foundation hole, and when only its end is also in holder for pile release channel 51, opens driving dress
Set 53, driving device 53 drives clamping limb 52 to clamp prefabricated pile towards the movement of the direction of prefabricated pile, to stop under prefabricated pile continues
Fall, convenient for next prefabricated pile and its to stake.Driving device 53 can change holder for pile release by the driving movement of clamping limb 52
The size in channel 51, control prefabricated pile falls along holder for pile release channel 51 or the clamping to prefabricated pile, improves holder for pile and releases
Put the function of device 5.
Finally, it should be noted that the above embodiments are merely illustrative of the technical solutions of the present invention, rather than its limitations；Although
Present invention has been described in detail with reference to the aforementioned embodiments, those skilled in the art should understand that: it still may be used
To modify to technical solution documented by previous embodiment, or some or all of the technical features are equal
Replacement；And these are modified or replaceed, the model for technical solution of the embodiment of the present invention that it does not separate the essence of the corresponding technical solution
It encloses.
Claims (7)
1. a kind of machine, it includes
Stake machine platform (1), operation is on the ground；
Column (3) is set on the stake machine platform (1), and the side of the column (3) has been slidably connected transports along its length direction
Capable pile chuck (4), the pile chuck (4) have clip pile hole；
It is characterized in that, it further includes
Holder for pile release device (5) is set on the stake machine platform (1), at least has a pair of of clamping limb (52), described in a pair
Foring between clamping limb (52) can be with the holder for pile release channel (51) of clip pile hole coaxial line；
With diagonal brace (2), one end and the other side of column (3) are hinged, the other end and stake machine platform (1) hingedly, the diagonal brace (2)
It can be flexible to adjust column (3) relative to the verticality on ground and make clip pile hole and holder for pile release channel along its length direction
(51) coaxial line.
2. according to claim 1 machine, which is characterized in that adjust diagonal brace (2) flexible position on the diagonal brace (2) and lean on
The nearly stake machine platform (1).
3. according to claim 2 machine, which is characterized in that one end of the diagonal brace (2) by the first screw rod (42) with
Hingedly, one end of first screw rod (42) is screwed into one end of the diagonal brace (2) the stake machine platform (1)；The stake machine
Mounting base is hinged on platform (1), the other end of first screw rod (42) is protruded into the mounting base, set in the mounting base
There is the actuator (41) for driving the first screw rod (42) rotation, the first screw rod (42) rotation is so that the diagonal brace
(2) flexible along the length direction of first screw rod (42).
4. according to claim 2 machine, which is characterized in that one end of the diagonal brace (2) passes through hydraulic cylinder (44) and institute
State a machine platform (1) hingedly, the cylinder body (441) of the hydraulic cylinder (44) is articulated on the stake machine platform (1), the hydraulic cylinder
(44) piston rod (442) is connected to one end of the diagonal brace (2)；
Or, the piston rod (442) of the hydraulic cylinder (44) is articulated on the stake machine platform (1), the cylinder of the hydraulic cylinder (44)
Body (441) is connected to one end of the diagonal brace (2).
5. according to claim 2 machine, which is characterized in that the diagonal brace (2) includes that one end and the column (3) are hinged
First body of rod (21), hinged second body of rod (22) of one end and the stake machine platform (1), the second screw rod (45), barrel (46)
With third screw rod (47)；The other end of first body of rod (21) and one end of second screw rod (45) are affixed, and described second
The other end of screw rod (45) and one end of the barrel (46) are spirally connected, the other end and third screw rod of second body of rod (22)
(47) one end is affixed, and the other end of the other end and the barrel (46) of the third screw rod (47) is spirally connected, the barrel
(46) thread rotary orientation at both ends is opposite.
6. according to any one of claims 1-5 machine, which is characterized in that the diagonal brace (2) and the column (3)
Junction be located at the top of the column (3).
7. according to any one of claims 1-5 machine, which is characterized in that the column (3) is equipped with supporting beam
(6), when installing the column (3), the supporting beam (6) is used to support the diagonal brace (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810147989.7A CN110144892A (en) | 2018-02-12 | 2018-02-12 | Stake machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810147989.7A CN110144892A (en) | 2018-02-12 | 2018-02-12 | Stake machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110144892A true CN110144892A (en) | 2019-08-20 |
Family
ID=67588696
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810147989.7A Pending CN110144892A (en) | 2018-02-12 | 2018-02-12 | Stake machine |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110144892A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111305205A (en) * | 2020-03-27 | 2020-06-19 | 安徽一诺青春工业设计有限公司 | Working method of piling device for road construction |
| CN111456001A (en) * | 2020-04-11 | 2020-07-28 | 深圳市联胜基础建筑工程有限公司 | Tubular pile sinking construction process and device |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2645071A1 (en) * | 1976-10-06 | 1978-04-13 | Bbc Brown Boveri & Cie | Mobile pile-driver with adjustable and swivelable impacter - has impacter support with telescopic hydraulic cylinders to move driver ram to vertical operating position |
| CA2038611A1 (en) * | 1990-03-11 | 1992-09-12 | Jianrong Hu | Hydraulic pressure pile drive |
| CN201924360U (en) * | 2011-01-28 | 2011-08-10 | 中南大学 | Multifunctional hydraulic static pile press |
| WO2012010133A2 (en) * | 2010-06-09 | 2012-01-26 | Schletter Gmbh | Pile driver comprising pile feeders |
| CN107476303A (en) * | 2017-10-09 | 2017-12-15 | 李云 | A kind of construction site ringing engine |
| CN208023578U (en) * | 2018-02-12 | 2018-10-30 | 周兆弟 | Stake machine |
-
2018
- 2018-02-12 CN CN201810147989.7A patent/CN110144892A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2645071A1 (en) * | 1976-10-06 | 1978-04-13 | Bbc Brown Boveri & Cie | Mobile pile-driver with adjustable and swivelable impacter - has impacter support with telescopic hydraulic cylinders to move driver ram to vertical operating position |
| CA2038611A1 (en) * | 1990-03-11 | 1992-09-12 | Jianrong Hu | Hydraulic pressure pile drive |
| WO2012010133A2 (en) * | 2010-06-09 | 2012-01-26 | Schletter Gmbh | Pile driver comprising pile feeders |
| CN201924360U (en) * | 2011-01-28 | 2011-08-10 | 中南大学 | Multifunctional hydraulic static pile press |
| CN107476303A (en) * | 2017-10-09 | 2017-12-15 | 李云 | A kind of construction site ringing engine |
| CN208023578U (en) * | 2018-02-12 | 2018-10-30 | 周兆弟 | Stake machine |
Non-Patent Citations (1)
| Title |
|---|
| 张海涛等: "建筑工程机械", 武汉大学出版社 , pages: 166 - 171 * |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111305205A (en) * | 2020-03-27 | 2020-06-19 | 安徽一诺青春工业设计有限公司 | Working method of piling device for road construction |
| CN111305205B (en) * | 2020-03-27 | 2021-09-03 | 河北保神工程咨询有限公司 | Working method of piling device for road construction |
| CN111456001A (en) * | 2020-04-11 | 2020-07-28 | 深圳市联胜基础建筑工程有限公司 | Tubular pile sinking construction process and device |
| CN111456001B (en) * | 2020-04-11 | 2021-11-16 | 深圳市联胜基础建筑工程有限公司 | Tubular pile sinking construction process and device |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206130475U (en) | Camera tripod with range finding function | |
| CN208023578U (en) | Stake machine | |
| CN110144892A (en) | Stake machine | |
| CN103941308B (en) | Auxiliary inspection car device for secondary lining quality | |
| CN109707175A (en) | The high-precision automatic positioning verticality-regulating system of contrary sequence method overlength steel column and construction method | |
| CN109357592A (en) | Artificial digging pile stake diameter and testing apparatus for verticality | |
| CN208997639U (en) | A kind of geotechnical engineering investigation platform supporting device | |
| CN204421909U (en) | A kind of self leveling laser level adjustable support with a scale | |
| CN207866246U (en) | A kind of total powerstation that liftable is adjusted | |
| CN113606466B (en) | Portable binocular photogrammetry device | |
| CN107574845B (en) | A kind of building monitoring inclinometer pipe installation auxiliary device | |
| CN104713531A (en) | Graduated adjustable support for automatic laser level | |
| CN214741043U (en) | Movable ladder stand for pipe gallery construction | |
| CN108562598A (en) | Detection device for detecting assembled architecture vertical member connecting node | |
| CN209512830U (en) | Sopwith staff is used in mapping | |
| CN113623506A (en) | Rotary scanning type binocular photogrammetry device | |
| CN205809402U (en) | Regulation support and travelling microscope | |
| CN218411106U (en) | High-precision earthwork work amount measuring and calculating device | |
| CN215368789U (en) | Slope finding tool for concrete surface in circular sedimentation tank | |
| CN216308791U (en) | Angle positioning device | |
| CN219473316U (en) | Multifunctional measuring frame for measurement | |
| CN220486446U (en) | Steel-pipe pile construction direction locating rack | |
| CN116290690B (en) | Movable oversized ultrathin ground elevation control device and construction method | |
| CN115164034B (en) | Novel portable spirit level support | |
| CN109834615A (en) | A kind of arch clamping device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination |