CN209211443U - A kind of device for inserting and placing improving long steel pile casting verticality - Google Patents
A kind of device for inserting and placing improving long steel pile casting verticality Download PDFInfo
- Publication number
- CN209211443U CN209211443U CN201821807612.1U CN201821807612U CN209211443U CN 209211443 U CN209211443 U CN 209211443U CN 201821807612 U CN201821807612 U CN 201821807612U CN 209211443 U CN209211443 U CN 209211443U
- Authority
- CN
- China
- Prior art keywords
- pile casting
- steel pile
- rack
- verticality
- frequency vibratory
- 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
Landscapes
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The utility model discloses a kind of device for inserting and placing for improving long steel pile casting verticality, including stake machine and high-frequency vibratory hammer, the high-frequency vibratory hammer is hung in the rack of a machine by suspension steel cable and is fixed by connector and the guide rail in rack, the connector includes substrate, fixing seat and guide wheel, the substrate and vibration tup welding, four hollow fixing seats are symmetrically welded on substrate, installation guide wheel is connected with the guide rail of rack in fixing seat, and the vibration tup lower end is clamping end.The stake machine of accurate assurance using to(for) verticality can avoid that expected purpose is not achieved by crane suspention placement steel pile casting in the prior art, influence the construction quality of construction by degree control that steel pile casting issues within 3/1000ths；Realize that higher verticality requires with lower cost, it is not necessary that measurement is repeated several times, easy to operate, control precision height is suitble to architectural engineering to promote the use of.
Description
Technical field
The utility model relates to ground foundation engineering technical field, it is specifically related to a kind of improve long steel pile casting verticality
Device for inserting and placing.
Background technique
Steel pile casting be exactly during carrying out artificial digging pile, since soil property is unstable, construction reinforced bar concrete guard wall
There are larger difficulty so the retaining wall device to hole stake using steel is protected, prevent collapse hole from avoiding influencing construction speed and safety.
Steel pile casting be exactly according to the size iron sheet hoop of hole stake at a circular both ends be all empty bucket.Hole wall can be stablized, prevented
Collapse hole, and surface water can also be isolated, and starter, spud pile position, protection operation original ground etc. is generally 10-20cm bigger than stake diameter,
Buried depth is depending on the character of soil, and the deviation of plan-position is not greater than 5cm, and gradient is less than 1%.
Pile foundation construction directly influences the quality of high building project, and pile foundation will not only cope with the various loads in underground
Active force, while the load of entire superstructure is also carried, so the construction quality of pile foundation is particularly critical.It is applied in bored concrete pile
The preliminary stage of work needs to pay attention to the installation of steel pile casting, and due to the unique effect of steel pile casting, it plays lead to a certain extent
The effect of mud head in hammer, spud pile hole site, and protection aperture services aperture, the correct placement to steel pile casting is bored concrete pile
The premise guarantee of piling construction.Ensure steel pile casting riding position held stationary and certain verticality, using weight by its
It carries out in indentation soil and is consolidated, place heavy soil in steel pile casting periphery and be compacted.
Currently, ordinary operation mode in the prior art is to sling high-frequency vibratory hammer with crane and clamp steel pile casting to carry out steel
Casing inserts installation, but this mode does not have any guarantee for the verticality of steel pile casting, once the verticality of steel pile casting
It cannot be guaranteed and will affect the placement and pile foundation construction and the construction quality for influencing high-building construction of steel pile casting, and cause
Security risk.
Utility model content
In view of the above-mentioned problems existing in the prior art, the utility model provide it is a kind of improve long steel pile casting verticality insert
Device is put, can be by degree control that steel pile casting issues within 3/1000ths, and easy to operate, control precision
Height is suitble to architectural engineering to promote the use of.
To realize above-mentioned technical purpose and the technique effect, the utility model is achieved through the following technical solutions:
A kind of device for inserting and placing improving long steel pile casting verticality, including stake machine and high-frequency vibratory hammer, the stake machine include carrying out
Band, rotating platform, rack and suspension steel cable, Driving control storehouse and power platform are arranged on the rotating platform, and power station is flat
Platform installs the hydraulic power station of high-frequency vibratory hammer, and hydraulic power station passes through control cable control high-frequency vibratory hammer, the high-frequency vibration
Hammer is hung in the rack of a machine by suspension steel cable and is fixed by connector and the guide rail in rack, and the connector includes base
Plate, fixing seat and guide wheel, the substrate and high-frequency vibratory hammer weld, and are symmetrically welded four hollow fixing seats on substrate, fixed
Installation guide wheel is connected with the guide rail of rack in seat, and the high-frequency vibratory hammer lower end is clamping end.
Further, the power platform is bolted on the tail portion of the rotating platform of a machine.
Further, the stake machine is long spire stake machine or three axes agitating pile machine.
Further, the high-frequency vibratory hammer is ICE high-frequency vibratory hammer.
The beneficial effects of the utility model are: the utility model improves the device for inserting and placing of long steel pile casting verticality, include
Stake machine and high-frequency vibratory hammer, high-frequency vibratory hammer are hung over by hanging steel cable in the rack of a machine and by connector and rack
Guide rail is fixed, and can be moved back and forth on the track of rack under the action of connector, and clamping end clamps steel pile casting, is inserting steel
Casing especially long steel pile casting when, the accurate assurance using stake machine for verticality can be by verticality control that steel pile casting issues
For system within 3/1000ths, the requirement compared to current verticality improves no several times, avoids suspending in midair by crane in the prior art
It places steel pile casting and expected purpose is not achieved, influence the construction quality of construction；Its construction equipment for using architectural engineering usual,
The device for inserting and placing of obtained raising steel pile casting verticality, and higher verticality requirement is realized with lower cost, without multiple
Duplicate measurements, easy to operate, control precision height, is suitble to architectural engineering to promote the use of.
Certainly, any product for implementing the utility model does not necessarily require achieving all the advantages described above at the same time.
Detailed description of the invention
In order to illustrate more clearly of the technical solution of the utility model embodiment, make required for being described below to embodiment
Attached drawing is briefly described, it should be apparent that, the drawings in the following description are merely some embodiments of the present invention,
For those of ordinary skill in the art, without creative efforts, it can also be obtained according to these attached drawings
Other attached drawings.
Fig. 1 is the structural schematic diagram that the device for inserting and placing of long steel pile casting verticality is improved described in the utility model embodiment；
Fig. 2 is the partial schematic diagram that the device for inserting and placing of long steel pile casting verticality is improved described in the utility model embodiment；
Fig. 3 is the structural schematic diagram of connector described in the utility model embodiment；
Fig. 4 uses schematic diagram for the device for inserting and placing of the long steel pile casting verticality of raising described in the utility model embodiment；
Fig. 5 is the structural schematic diagram of power platform and hydraulic power station described in the utility model embodiment；
Fig. 6 is the scheme of installation of power platform and hydraulic power station described in the utility model embodiment；
In attached drawing, parts list represented by the reference numerals are as follows:
1- machines, 2- hydraulic power station, 3- high-frequency vibratory hammer, 4- connector, 401- substrate, 402- fixing seat, 403- are led
Wheel, 5- rack, 6- hang steel cable, the clamping end 7-, 8- crawler belt, 9- rotating platform, 10- control cable, 11- steel pile casting, 12- power
Platform.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without creative efforts
All other embodiment obtained, fall within the protection scope of the utility model.
Embodiment
As shown in figures 1 to 6, a kind of device for inserting and placing improving long steel pile casting verticality, including stake machine 1 and high-frequency vibratory hammer 3,
The stake machine 1 includes crawler belt 8, rotating platform 9, rack 5 and suspension steel cable 6, on the rotating platform 9 setting Driving control storehouse and
Power platform 12, the hydraulic power station 13 of high-frequency vibratory hammer 3 is installed on power platform 12, and hydraulic power station 13 passes through control
Cable 10 controls high-frequency vibratory hammer 3, and the high-frequency vibratory hammer 3 hangs in the rack 5 of a machine 1 by hanging steel cable 6 and passes through company
Fitting 4 is fixed with the guide rail in rack 5, and the connector 4 includes substrate 401, fixing seat 402 and guide wheel 403, the substrate
401 weld with high-frequency vibratory hammer 3, and four hollow fixing seats 402 are symmetrically welded on substrate 401, install guide wheel in fixing seat 402
403 are connected with the guide rail of rack 5, and 3 lower end of high-frequency vibratory hammer is clamping end 7.
The power platform 12 is bolted on the tail portion of the rotating platform 9 of a machine 1.
The stake machine 1 is long spire stake machine or three axes agitating pile machine.
The high-frequency vibratory hammer 3 is ICE high-frequency vibratory hammer.
The concrete application of the present embodiment: the utility model improves the device for inserting and placing of long steel pile casting verticality, includes a machine 1
(long spire stake machine or three axes agitating pile machine can be used in stake machine 1, and high-frequency vibratory hammer 3 uses ICE high-frequency vibration with high-frequency vibratory hammer 3
Hammer), hydraulic power station 2 provides the power of high-frequency vibratory hammer 3；
High-frequency vibratory hammer 3 is hung over by hanging steel cable 6 in the rack 5 of a machine 1 and by connector 4 and leading in rack 5
Rail is fixed, and the connector 4 includes substrate 401, fixing seat 402 and guide wheel 403, and the substrate 401 is welded with high-frequency vibratory hammer 3
It connects, four hollow fixing seats 402 is symmetrically welded on substrate 401, installation guide wheel 403 and the guide rail of rack 5 are held in the mouth in fixing seat 402
It connects；I.e. the substrate of connector 4 and high-frequency vibratory hammer 3 weld, and the guide rail of the guide wheel 403 in fixing seat 402 and 1 rack 5 of stake machine
Linking, so that high-frequency vibratory hammer 3 can move back and forth under the action of connector 4 on the guide rail of rack 5, clamping end 6 is clamped
Steel pile casting 10；
When inserting steel pile casting especially long steel pile casting, clamping end 6 clamps one end of steel pile casting 10, passes through stake machine 1
The control of Driving control storehouse rises high-frequency vibratory hammer 3 in rack 4, and high-frequency vibratory hammer 3 is in rack 4, by rotating platform 8
High-frequency vibratory hammer 3 power station control high-frequency vibratory hammer 3；
When inserting steel pile casting 10, the stake machine 1 of accurate assurance using to(for) verticality, i.e., high-frequency vibratory hammer 3 is in stake machine 1
Accuracy is held by stake machine 1 in rack 4, and the power station of high-frequency vibratory hammer 3 can control high-frequency vibratory hammer 3 to realize its function, can
The degree control that steel pile casting 10 is transferred, (with reference to practical operation and the verticality precision of stake machine), is compared within 3/1000ths
The requirement of verticality improves no several times at present, avoids that expected mesh is not achieved by crane suspention placement steel pile casting in the prior art
, influence the construction quality of construction；
Power platform 12 is bolted on the tail portion of the rotating platform 9 of a machine 1, for placing the hydraulic dynamic of complete machine
The weight at power station 13, hydraulic power station 13 replaces machine counterweight, reaches complete machine anterior-posterior balance and stablizes
(long spire stake machine or three axes agitating pile machine, high frequency can be used in stake machine 1 to its construction equipment for using architectural engineering usual
Vibration hammer 3 uses ICE high-frequency vibratory hammer), the device for inserting and placing of obtained raising steel pile casting verticality, and with the realization of lower cost
Higher verticality requires, and it is not necessary that measurement is repeated several times, easy to operate, control precision height is suitble to architectural engineering to promote
It uses.
In the description of this specification, the description of reference term " one embodiment ", " example ", " specific example " etc. means
Particular features, structures, materials, or characteristics described in conjunction with this embodiment or example are contained at least one of the utility model
In embodiment or example.In the present specification, schematic expression of the above terms be not necessarily referring to identical embodiment or
Example.Moreover, particular features, structures, materials, or characteristics described can be in any one or more embodiment or examples
In can be combined in any suitable manner.
The preferred embodiment in the utility model disclosed above is only intended to help to illustrate the utility model.Preferred embodiment is simultaneously
There is no the details that detailed descriptionthe is all, also not limiting the utility model is only the specific embodiment.Obviously, according to this theory
The content of bright book can make many modifications and variations.These embodiments are chosen and specifically described to this specification, is in order to preferably
The principles of the present invention and practical application are explained, so that skilled artisan be enable to better understand and utilize this
Utility model.The utility model is limited only by the claims and their full scope and equivalents.
Claims (4)
1. a kind of device for inserting and placing for improving long steel pile casting verticality, it is characterised in that: including stake machine and high-frequency vibratory hammer, the stake
Machine includes crawler belt, rotating platform, rack and suspension steel cable, and Driving control storehouse and power platform is arranged on the rotating platform,
The power station of power station stage+module high-frequency vibratory hammer, power station control high-frequency vibratory hammer, the high frequency vibrating by control cable
Dynamic hammer is hung in the rack of a machine by suspension steel cable and is fixed by connector and the guide rail in rack, and the connector includes
Substrate, fixing seat and guide wheel, the substrate and high-frequency vibratory hammer weld, and are symmetrically welded four hollow fixing seats on substrate, Gu
Installation guide wheel is connected with the guide rail of rack in reservation, and the high-frequency vibratory hammer lower end is clamping end.
2. a kind of device for inserting and placing for improving long steel pile casting verticality as described in claim 1, it is characterised in that: the power station
Platform is bolted on the tail portion of the rotating platform of a machine.
3. a kind of device for inserting and placing for improving long steel pile casting verticality as described in claim 1, it is characterised in that: the stake machine is
Long spire stake machine or three axes agitating pile machine.
4. a kind of device for inserting and placing for improving long steel pile casting verticality as described in claim 1, it is characterised in that: the high frequency vibrating
Dynamic hammer is ICE high-frequency vibratory hammer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821807612.1U CN209211443U (en) | 2018-11-05 | 2018-11-05 | A kind of device for inserting and placing improving long steel pile casting verticality |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821807612.1U CN209211443U (en) | 2018-11-05 | 2018-11-05 | A kind of device for inserting and placing improving long steel pile casting verticality |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209211443U true CN209211443U (en) | 2019-08-06 |
Family
ID=67458129
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821807612.1U Expired - Fee Related CN209211443U (en) | 2018-11-05 | 2018-11-05 | A kind of device for inserting and placing improving long steel pile casting verticality |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209211443U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110578327A (en) * | 2019-09-30 | 2019-12-17 | 上海公路桥梁（集团）有限公司 | Vibration hammer integrated construction device |
-
2018
- 2018-11-05 CN CN201821807612.1U patent/CN209211443U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110578327A (en) * | 2019-09-30 | 2019-12-17 | 上海公路桥梁（集团）有限公司 | Vibration hammer integrated construction device |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103741657B (en) | The construction method of large-sized multifunction waterborne traffic accident | |
| CN105951747B (en) | A kind of construction method of the pre-buried lattice column of contrary sequence method | |
| CN101538833B (en) | Vertical subsection double-wall steel cofferdam water stopping construction method | |
| CN103195076A (en) | Method for constructing silt deep foundation pit tower crane foundation | |
| CN105088957A (en) | Construction method for underwater reinforced concrete composite pile of cast-in-situ support of concrete ballast box beam of cable-stayed bridge | |
| CN108179735A (en) | A kind of boulder bed large-sized deep water foundation construction platform and method | |
| CN110439013A (en) | A kind of main pier bearing platform steel suspended box cofferdam construction method | |
| CN108978643A (en) | Supporting pile construction method, reinforcement cage structure and supporting pile structure | |
| CN112878332A (en) | Basement elevator shaft sump construction structure and method thereof | |
| CN211312224U (en) | Steel casing positioning tool for bridge drilled pile based on existing pavement transformation | |
| CN209211443U (en) | A kind of device for inserting and placing improving long steel pile casting verticality | |
| CN107938675A (en) | A kind of Vertical spots concrete placings technique and device | |
| CN105297731B (en) | Reverse construction method steel stand column positioning device and positioning method | |
| CN108203981B (en) | System and method for installing steel support in cover and excavation method | |
| CN108118689B (en) | Prefabricated underground diaphragm wall capable of being partially recycled, lifting appliance and construction method | |
| CN108221954B (en) | Easy-to-detach prefabricated underground diaphragm wall, lifting appliance and construction method | |
| CN208816127U (en) | The supporting construction of shield inspection-pit | |
| CN108118728B (en) | Efficient soil excavating device and method for special-shaped deep foundation pit | |
| CN108221955B (en) | Prefabricated underground diaphragm wall capable of being recycled integrally, lifting appliance and construction method | |
| JP2007321429A (en) | Underground structure construction method | |
| CN206753488U (en) | A kind of artificial digging pile reaming auxiliary equipment | |
| KR100819379B1 (en) | Concrete construction using hydraulic system and anti-noise non-vibration manufacturing method of concrete construction | |
| CN104627849A (en) | Hoisting equipment and hoisting method for hoisting inner courtyard pipeline | |
| CN108821127A (en) | The devices and methods therefor of disassembly lifting open type TBM in a kind of hole | |
| CN108005083A (en) | Anchor cable processing method in the range of a kind of foundation pit enclosure structure |
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: 20190806 Termination date: 20191105 |