CN108385678A - A kind of device of factory building prefabricated pile pile foundation correcting and then reinforcing - Google Patents
A kind of device of factory building prefabricated pile pile foundation correcting and then reinforcing Download PDFInfo
- Publication number
- CN108385678A CN108385678A CN201810069473.5A CN201810069473A CN108385678A CN 108385678 A CN108385678 A CN 108385678A CN 201810069473 A CN201810069473 A CN 201810069473A CN 108385678 A CN108385678 A CN 108385678A
- Authority
- CN
- China
- Prior art keywords
- fixedly connected
- welding manner
- scalable stock
- support rod
- pile
- 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
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/64—Repairing piles
Abstract
The invention discloses a kind of devices of factory building prefabricated pile pile foundation correcting and then reinforcing,Including headstock,The side of the headstock is provided with scalable stock,The bottom end of the scalable stock is provided with hydraulic stem,And the scalable stock is fixedly connected with hydraulic stem by welding manner,The top of the scalable stock is provided with multistrand rope,And the scalable stock is fixedly connected with multistrand rope by welding manner,The middle position of the scalable stock is provided with flexible support rod,And the scalable stock is fixedly connected with flexible support rod by welding manner,The setting of flexible support rod can be to deviate and place prefabricated pile when provides power-assisted,Effectively reduce the possibility that pile foundation shifts,If prefabricated pile shifts, we can ajust pile foundation using flexible low bar,Instead of the method for piling,Not only time saving but also saving,Technical difficulty needed for simultaneously is very low.
Description
Technical field
The invention belongs to technical field of building construction, and in particular to a kind of dress of factory building prefabricated pile pile foundation correcting and then reinforcing
It sets.
Background technology
Present pile foundation has been a kind of common architectural engineering base form, and especially prefabricated pile is more universal, it is with matter
The advantages that amount is reliable, short time limit, construction is simple, is widely used, and achieve aobvious in the engineering with soft soil foundation
The technology of work, economic and social benefit, thus favored deeply by engineering circles.But because of place complicated geology, pile sinking is improper and foundation pit
The reasons such as construction wrong and cause the mass of foundation problems such as pile foundation offset, broken pile to happen occasionally, cause harmful effect.
When existing installation prefabricated pile, caused because of place complicated geology, due to pile sinking is improper and the reasons such as foundation pit construction is improper
So that the mass of foundation problems such as pile foundation offset, broken pile is happened occasionally, cause harmful effect, we generally using the method for piling come
Processing, it is not only time-consuming but also uneconomical, while piling technical difficulty also higher problem, thus it is proposed that a kind of factory building is prefabricated
The device of stake pile foundation correcting and then reinforcing.
Invention content
The purpose of the present invention is to provide a kind of devices of factory building prefabricated pile pile foundation correcting and then reinforcing, to solve the above-mentioned back of the body
When proposing existing installation prefabricated pile in scape technology, because of place complicated geology, pile sinking is improper and the reasons such as foundation pit construction is improper
And the mass of foundation problems such as pile foundation offset, broken pile is caused to happen occasionally, harmful effect is caused, we generally use the side of piling
Method is handled, not only time-consuming but also uneconomical, while piling technical difficulty also higher problem.
To achieve the above object, the present invention provides the following technical solutions:A kind of factory building prefabricated pile pile foundation correcting and then reinforcing
Device, including headstock, the side of the headstock be provided with scalable stock, and the bottom end of the scalable stock is provided with
Hydraulic stem, and the scalable stock is fixedly connected with hydraulic stem by welding manner, the top of the scalable stock
Be provided with multistrand rope, and the scalable stock is fixedly connected with multistrand rope by welding manner, it is described can
The middle position of flexible stock is provided with flexible support rod, and the scalable stock is carried out with flexible support rod by welding manner
Be fixedly connected, the bottom of the headstock is provided with control pedestal, and the headstock and control pedestal by welding manner into
Row is fixedly connected, and one end of the control pedestal is provided with headstock, and the control pedestal is carried out with headstock by brute spring
The bottom of connection, the control pedestal is provided with support plate, and the support plate is consolidated with control pedestal by welding manner
Fixed connection, the side of the support plate is provided with idler wheel, and the idler wheel is rotatablely connected with support plate by shaft, described flexible
One end of support rod is provided with support disk, and the flexible support rod is fixedly connected with support disk by welding manner.
Preferably, the flexible support rod is hollow retractable structure.
Preferably, the support disk is cylindrical shape structure.
Preferably, the hydraulic stem is hollow cylinder shape structure.
Preferably, the scalable stock is fixedly connected with control pedestal by welding manner.
Compared with prior art, the beneficial effects of the invention are as follows:Structure of the invention is scientific and reasonable, safe and convenient to use, stretches
The setting of contracting support rod can effectively reduce what pile foundation shifted to deviate and place prefabricated pile when provides power-assisted
Possibility, if prefabricated pile shifts, we can ajust pile foundation using flexible low bar, instead of the method for piling, both save
When save again, while required technical difficulty is very low.
Description of the drawings
Fig. 1 is the positive structure diagram of the present invention;
Fig. 2 is the flexible support rod structural schematic diagram of the present invention;
Fig. 3 is the support disc structure schematic diagram of the present invention;
In figure:1- headstocks, 2- hydraulic stems, the scalable stocks of 3-, 4- multistrand ropes, 5- headstocks, 6- controls pedestal, 7- rollings
Wheel, the flexible support rod of 8- support plates, 9-, 10- support disk.
Specific implementation mode
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation describes, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
It please refers to Fig.1, Fig. 2 and Fig. 3, the present invention provide a kind of technical solution:A kind of factory building prefabricated pile pile foundation correction
The side of the device of reinforcing, including headstock 1, headstock 1 is provided with scalable stock 3, and the bottom end of scalable stock 3 is provided with
Hydraulic stem 2, and scalable stock 3 is fixedly connected with hydraulic stem 2 by welding manner, the top setting of scalable stock 3
There is multistrand rope 4, and scalable stock 3 is fixedly connected with multistrand rope 4 by welding manner, scalable stock 3
Middle position be provided with flexible support rod 9, and scalable stock 3 is fixedly connected with flexible support rod 9 by welding manner,
The bottom of headstock 1 is provided with control pedestal 6, and headstock 1 is fixedly connected with control pedestal 6 by welding manner, is controlled
One end of pedestal 6 processed is provided with headstock 5, and controls pedestal 6 and be attached by brute spring with headstock 5, controls the bottom of pedestal 6
Portion is provided with support plate 8, and support plate 8 is fixedly connected with control pedestal 6 by welding manner, and the side of support plate 8 is set
It being equipped with idler wheel 7, and idler wheel 7 is rotatablely connected with support plate 8 by shaft, one end of flexible support rod 9 is provided with support disk 10, and
Flexible support rod 9 is fixedly connected with support disk 10 by welding manner.
In order to make flexible support rod 9 be convenient for extension and contraction control, in the present embodiment, it is preferred that flexible support rod 9 is hollow scalable knot
Structure.
In order to enable the prefabricated pile that resists of 10 large area of support disk, in the present embodiment, it is preferred that support disk 10 is circle
Cylinder body shape structure.
In order to make hydraulic stem 2 be convenient for extension and contraction control, in the present embodiment, it is preferred that hydraulic stem 2 is hollow cylinder shape knot
Structure.
In order to make scalable stock 3 and control the stable connection between pedestal 6, in the present embodiment, it is preferred that scalable length
Bar 3 is fixedly connected with control pedestal 6 by welding manner.
The operation principle and process for using of the present invention:When using the equipment, car is reached into suitable position first
Place is set, the height of multistrand rope 4 is then reduced, prefabricated pile is fixed on multistrand rope 4, then controls 2 He of hydraulic stem
Prefabricated pile is slowly raised to by scalable stock 3 needs place to be mounted, and during being put into place, we can stretch
Flexible support rod 9 makes support disk 10 arrive to prefabricated pile, in this case can increase stability when column prefabricated pile is put into ground end, subtract
The possibility of few prefabricated pile offset.
It although an embodiment of the present invention has been shown and described, for the ordinary skill in the art, can be with
Understanding without departing from the principles and spirit of the present invention can carry out these embodiments a variety of variations, modification, replace
And modification, the scope of the present invention is defined by the appended.
Claims (5)
1. a kind of device of factory building prefabricated pile pile foundation correcting and then reinforcing, including headstock(1), it is characterised in that:The power
Case(1)Side be provided with scalable stock(3), the scalable stock(3)Bottom end be provided with hydraulic stem(2), and it is described
Scalable stock(3)With hydraulic stem(2)It is fixedly connected by welding manner, the scalable stock(3)Top setting
There is multistrand rope(4), and the scalable stock(3)With multistrand rope(4)It is fixedly connected by welding manner, institute
State scalable stock(3)Middle position be provided with flexible support rod(9), and the scalable stock(3)With flexible support rod(9)
It is fixedly connected by welding manner, the headstock(1)Bottom be provided with control pedestal(6), and the headstock(1)
With control pedestal(6)It is fixedly connected by welding manner, the control pedestal(6)One end be provided with headstock(5), and institute
State control pedestal(6)With headstock(5)It is attached by brute spring, the control pedestal(6)Bottom be provided with support plate
(8), and the support plate(8)With control pedestal(6)It is fixedly connected by welding manner, the support plate(8)Side
It is provided with idler wheel(7), and the idler wheel(7)With support plate(8)It is rotatablely connected by shaft, the flexible support rod(9)One end
It is provided with support disk(10), and the flexible support rod(9)With support disk(10)It is fixedly connected by welding manner.
2. a kind of device of factory building prefabricated pile pile foundation correcting and then reinforcing according to claim 1, it is characterised in that:It is described
Flexible support rod(9)For hollow retractable structure.
3. a kind of device of factory building prefabricated pile pile foundation correcting and then reinforcing according to claim 1, it is characterised in that:It is described
Support disk(10)For cylindrical shape structure.
4. a kind of device of factory building prefabricated pile pile foundation correcting and then reinforcing according to claim 1, it is characterised in that:It is described
Hydraulic stem(2)For hollow cylinder shape structure.
5. a kind of device of factory building prefabricated pile pile foundation correcting and then reinforcing according to claim 1, it is characterised in that:It is described
Scalable stock(3)With control pedestal(6)It is fixedly connected by welding manner.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201810069473.5A CN108385678A (en) | 2018-01-24 | 2018-01-24 | A kind of device of factory building prefabricated pile pile foundation correcting and then reinforcing |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201810069473.5A CN108385678A (en) | 2018-01-24 | 2018-01-24 | A kind of device of factory building prefabricated pile pile foundation correcting and then reinforcing |
Publications (1)
Publication Number | Publication Date |
---|---|
CN108385678A true CN108385678A (en) | 2018-08-10 |
Family
ID=63077468
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201810069473.5A Pending CN108385678A (en) | 2018-01-24 | 2018-01-24 | A kind of device of factory building prefabricated pile pile foundation correcting and then reinforcing |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN108385678A (en) |
Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH01263317A (en) * | 1988-04-15 | 1989-10-19 | Koberuko Kenki Eng Kk | Hydraulic control method for leader of pile driver |
JP2015196587A (en) * | 2014-04-02 | 2015-11-09 | 日立建機株式会社 | Multi-joint front with crane function |
CN204825889U (en) * | 2015-06-25 | 2015-12-02 | 陈才书 | Perpendicular interpolating arrangement of stake |
CN105347206A (en) * | 2015-12-04 | 2016-02-24 | 国网浙江省电力公司绍兴供电公司 | Intelligent assisting platform for gas insulated substation (GIS) dismounting |
CN107009942A (en) * | 2017-03-30 | 2017-08-04 | 国网山东省电力公司蒙阴县供电公司 | Electric pole loads draw-gear in bulk |
CN206447491U (en) * | 2016-12-19 | 2017-08-29 | 阿拉善盟文心商贸有限公司 | A kind of large-scale lifting machine of accurate mobile article |
CN206783163U (en) * | 2017-06-03 | 2017-12-22 | 何宗源 | A kind of crane mechanism used for wind power generation |
-
2018
- 2018-01-24 CN CN201810069473.5A patent/CN108385678A/en active Pending
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH01263317A (en) * | 1988-04-15 | 1989-10-19 | Koberuko Kenki Eng Kk | Hydraulic control method for leader of pile driver |
JP2015196587A (en) * | 2014-04-02 | 2015-11-09 | 日立建機株式会社 | Multi-joint front with crane function |
CN204825889U (en) * | 2015-06-25 | 2015-12-02 | 陈才书 | Perpendicular interpolating arrangement of stake |
CN105347206A (en) * | 2015-12-04 | 2016-02-24 | 国网浙江省电力公司绍兴供电公司 | Intelligent assisting platform for gas insulated substation (GIS) dismounting |
CN206447491U (en) * | 2016-12-19 | 2017-08-29 | 阿拉善盟文心商贸有限公司 | A kind of large-scale lifting machine of accurate mobile article |
CN107009942A (en) * | 2017-03-30 | 2017-08-04 | 国网山东省电力公司蒙阴县供电公司 | Electric pole loads draw-gear in bulk |
CN206783163U (en) * | 2017-06-03 | 2017-12-22 | 何宗源 | A kind of crane mechanism used for wind power generation |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN108999226B (en) | Inclination correcting method for building with rotary displacement frame structure | |
CN207294093U (en) | A kind of large span steel truss integral lifting apparatus | |
CN204060020U (en) | A kind of Reinforced Concrete Reinforcement structure | |
CN109162306B (en) | Uneven settlement correcting device for communication iron tower and using method thereof | |
CN107165058A (en) | One kind is used for existing operation Bridge pier reinforcement means | |
CN107524087A (en) | A kind of prefabricated box girder hoisting construction technology | |
CN104762967A (en) | Improved anchor rod static pressure pile sealing device and construction method | |
CN108385678A (en) | A kind of device of factory building prefabricated pile pile foundation correcting and then reinforcing | |
CN201614746U (en) | Limit power transmission device for building jacking | |
CN108086141A (en) | A kind of bridge anti-deformation device | |
CN217353651U (en) | Limiting system applied to steel concrete composite beam jacking construction | |
CN114060066B (en) | Assembled stratum stress compensation servo steel frame system for controlling large deformation of tunnel | |
CN102518122B (en) | Leading-in method of bridge foundation reinforced concrete hole pile reinforcing cage | |
CN204825924U (en) | Square steel tube concrete waist rail | |
CN205296173U (en) | Utilize structure of foundation ditch support system bearing tower crane | |
CN211922777U (en) | Device for cleaning silt in vertical concrete pile core | |
CN201614739U (en) | Template bracket for roofing oblique beam | |
CN204551470U (en) | A kind of envelope stake device of anchor jacked pile of improvement | |
CN204780892U (en) | Tubular pile crack reinforcement structure of high strength | |
CN207244854U (en) | One kind jacking supporting beam underpinning structure | |
CN201649067U (en) | Settlement reducing composite sparse pile | |
CN204531451U (en) | Pumping of concrete horizontal conveying pipe roller bearing shock bracket | |
CN202108258U (en) | Position deviation correcting device for steel roof truss of factory building | |
CN113931241B (en) | Deviation correcting structure and method for differential settlement of power transmission tower | |
CN217811182U (en) | Cast-in-place railway tunnel internal and external mold of open cut section and support |
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 | ||
WD01 | Invention patent application deemed withdrawn after publication | ||
WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20180810 |