CN207891744U - A kind of bridge pier pile pile pile foundation constructing device - Google Patents
A kind of bridge pier pile pile pile foundation constructing device Download PDFInfo
- Publication number
- CN207891744U CN207891744U CN201721913276.4U CN201721913276U CN207891744U CN 207891744 U CN207891744 U CN 207891744U CN 201721913276 U CN201721913276 U CN 201721913276U CN 207891744 U CN207891744 U CN 207891744U
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- China
- Prior art keywords
- pile
- fixed block
- bridge pier
- steel wire
- wire rope
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 29
- 239000010959 steel Substances 0.000 claims abstract description 29
- 230000006835 compression Effects 0.000 claims abstract description 12
- 238000007906 compression Methods 0.000 claims abstract description 12
- 238000003780 insertion Methods 0.000 claims description 3
- 230000037431 insertion Effects 0.000 claims description 3
- 239000000203 mixture Substances 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 9
- 238000005553 drilling Methods 0.000 abstract description 9
- 230000008602 contraction Effects 0.000 abstract description 4
- 238000004080 punching Methods 0.000 abstract description 4
- 238000007667 floating Methods 0.000 description 4
- 239000000463 material Substances 0.000 description 4
- 238000005266 casting Methods 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 229910000851 Alloy steel Inorganic materials 0.000 description 2
- 229910001018 Cast iron Inorganic materials 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000007246 mechanism Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000004140 cleaning Methods 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 238000011982 device technology Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000005461 lubrication Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 210000002435 tendon Anatomy 0.000 description 1
- 238000004804 winding Methods 0.000 description 1
Landscapes
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The utility model discloses a kind of bridge pier pile pile pile foundation constructing devices,Its structure includes movable pulley,Chassis,Hoist engine,Fixed block,Steel wire rope,Piling jack,Compression leg,Pile frame top beam,Stake,Movable pulley is equipped with a and is installed on chassis lower end altogether,Hoist engine is connected with steel wire rope,Fixed block fits with stake,Compression leg upper end is equipped with pile frame top beam,Piling jack lower end is connected with fixed block upper end,A kind of bridge pier pile pile pile foundation constructing device of the utility model,Piling jack is installed in compression leg,When construction personnel's use device is driven piles,It is opened by hoist engine,Steel wire rope contraction speed is accelerated,So that stake is impacted down,In percussive drilling,It is pressed toward ground beam by the return spring on jack,Ground beam is to the downward punching press of fixed block,So that stake is impacted downwards,It can effectively complete to drill,When staff's use device is driven piles,Due to boring pressure foot,It can complete drilling construction.
Description
Technical field
The utility model is a kind of bridge pier pile pile pile foundation constructing device, belongs to bridge pier pile pile pile foundation constructing device technology neck
Domain.
Background technology
Blower foundation often uses PHC pile piles, and PHC pile piles are hollow, so soil can clog stake core during the pile driving process
It is closely knit, in subsequent construction process, need to 3 .1m below pile pile stake top be carried out with the construction of stake core C40 slightly expanded concretes, therefore must be right
Soil in stake core is cleared up, higher using the native relatively difficult and operating expenses of manual cleaning stake in-core, existing high pressure
Hydraulic giant can not effectively clear up the soil of pipe pile core.
Prior art discloses application No. is：201621303288.0 a kind of bridge pier pile pile pile foundation constructing device, specifically
It is related to a kind of bridge pier pile pile pile foundation constructing device, including：Anchor ingot, floating platform, guiding disappear force mechanisms, percussive drill, cable machine, steel
Cable and steel pile casting, the guiding disappear force mechanisms, percussive drill and the setting of cable machine on the floating platform, and the anchor ingot is fixed
On riverbed, it is connected by cable machine and wirerope between anchor ingot and floating platform, the steel pile casting is oriented to the power machine that disappears mounted on described
In structure；The floating platform includes multiple buoyancy tanks and link, and the buoyancy tank is connected by link；It is described to be oriented to the power machine that disappears
Structure includes, and is oriented to derrick and the power steel pipe socket that disappears, the steel pile casting be set in it is described disappear in power steel pipe socket, but the prior art exists
When staff's use device is driven piles, due to boring pressure deficiency, lead to not complete drilling construction.
Utility model content
In view of the deficienciess of the prior art, the utility model aim is to provide a kind of bridge pier pile pile pile foundation constructing device,
With the prior art of solution when staff's use device is driven piles, since boring pressure is inadequate, lead to not complete to drill to apply
The problem of work.
To achieve the goals above, the utility model is to realize by the following technical solutions：A kind of bridge pier pipe pile
Base constructing device, structure include movable pulley, chassis, hoist engine, fixed block, steel wire rope, piling jack, compression leg, pile frame top
Beam, spud pile, the movable pulley are equipped with 2 and are installed on chassis lower end altogether, and the hoist engine is connected with steel wire rope, described
Fixed block fits with spud pile, and the compression leg upper end is equipped with pile frame top beam, and the stake insertion is connected in chassis, the piling
Jack lower end is connected with fixed block upper end, and the piling jack is by ground beam, bearing, column, return spring, crossbeam, pressure
Beam forms, and the ground beam upper end and bearing lower end are perpendicular, and the return spring upper end is equipped with crossbeam, the upper end of the column and pressure
Beam lower end is mutually perpendicular to, and the crossbeam lower end is connected with return spring upper end.
Further, the chassis upper end is mutually parallel with pile frame top beam lower end.
Further, the steel wire rope upper end is connected with spud pile upper end.
Further, the ground beam fits with fixed block.
Further, a length of 300cm in the chassis, width 40cm, the cuboid of a height of 40cm.
Further, the steel wire rope material is steel alloy, has the function of that intensity is high.
Further, the chassis material is cast iron, has the function of large carrying capacity.
Advantageous effect
A kind of bridge pier pile pile pile foundation constructing device of the utility model, piling jack is installed in compression leg, in constructor
It when member's use device is driven piles, is opened by hoist engine, steel wire rope contraction speed is accelerated so that stake is impacted down, is being impacted
When drilling, pressed toward ground beam by the return spring on jack, ground beam is to the downward punching press of fixed block so that stake is rushed downwards
It hits, can effectively complete to drill, when staff's use device is driven piles, due to boring pressure foot, drilling can be completed and applied
Work.
Description of the drawings
Upon reading the detailed description of non-limiting embodiments with reference to the following drawings, other spies of the utility model
Sign, objects and advantages will become more apparent upon：
Fig. 1 is a kind of structural schematic diagram of bridge pier pile pile pile foundation constructing device of the utility model；
Fig. 2 is a kind of internal structure schematic diagram of piling jack of the utility model.
In figure：Movable pulley -1, chassis -2, hoist engine -3, fixed block -4, steel wire rope -5, piling jack -6, compression leg -7,
Pile frame top beam -8, -9 ground beam -601 of stake, bearing -602, column -603, return spring -604, crossbeam -605, press beam -606.
Specific implementation mode
To make the technical means, creative features, achievement of purpose, and effectiveness of the utility model be easy to understand, below
In conjunction with specific implementation mode, the utility model is expanded on further.
It please refers to Fig.1, Fig. 2, the utility model provides a kind of bridge pier pile pile pile foundation constructing device technical solution：Its structure packet
Movable pulley 1, chassis 2, hoist engine 3, fixed block 4, steel wire rope 5, piling jack 6, compression leg 7, pile frame top beam 8, spud pile 9 are included,
The movable pulley 1 is equipped with 2 and is installed on 2 lower end of chassis altogether, and the hoist engine 3 is connected with steel wire rope 5, the fixed block
4 fit with spud pile 9, and 7 upper end of the compression leg is equipped with pile frame top beam 8, and the insertion of the spud pile 9 is connected in chassis 2, described
6 lower end of piling jack is connected with 4 upper end of fixed block, the piling jack 6 by ground beam 601, bearing 602, column 603,
Return spring 604, crossbeam 605, press beam 606 form, and 601 upper end of the ground beam and 602 lower end of bearing are perpendicular, described time power bullet
604 upper end of spring is equipped with crossbeam 605, and 603 upper end of the column is mutually perpendicular to 606 lower end of press beam, 605 lower end of the crossbeam with time
604 upper end of power spring is connected, and 2 upper end of the chassis is mutually parallel with 8 lower end of pile frame top beam, 5 upper end of the steel wire rope with it is solid
Determine 9 upper end of stake to be connected, the ground beam 601 fits with fixed block 4,10 a length of 300cm of the chassis, width 40cm, a height of
The cuboid of 40cm, 5 material of the steel wire rope are steel alloy, have the function of that intensity is high, and 2 material of the chassis is cast iron, tool
There is large carrying capacity.
Hoist engine 3 described in this patent, with the small-sized lifting of reel lay winding wire ropes or chain lifting or traction
Equipment, also known as winch, hoist engine can with vertical-lift, horizontally or diagonally drag and draw weight, hoist engine is divided into manual hoist, electronic
Three kinds of hoist engine and hydraulic winch, now based on electrical hoist, the steel wire rope 5 is by mechanical property and geometric dimension
The helical form steel tendon that satisfactory steel wire is twisted together according to certain rule, steel wire rope is by steel wire, wire rope core and lubrication
Fat forms.
Piling jack 6 is installed in compression leg 7 when being used, when construction personnel's use device is driven piles,
It is opened by hoist engine 3,5 contraction speed of steel wire rope is accelerated so that spud pile 9 impacts down, in percussive drilling, by very heavy
Return spring 604 on top 6 presses toward ground beam 601, and ground beam 601 is to 4 downward punching press of fixed block so that spud pile 9 carries out downwards
Impact, can effectively complete to drill.
The utility model solves the prior art when staff's use device is driven piles, and since boring pressure is inadequate, causes
The problem of can not completing drilling construction, the utility model are combined with each other by above-mentioned component, and piling jack is installed on pressure
It in column, when construction personnel's use device is driven piles, is opened by hoist engine, steel wire rope contraction speed is accelerated so that stake is past
Lower impact is pressed by the return spring on jack toward ground beam, ground beam makes the downward punching press of fixed block in percussive drilling
It obtains stake to be impacted downwards, can effectively complete to drill, when staff's use device is driven piles, since boring pressure is sufficient,
Drilling construction can be completed, it is described in detail below:
The piling jack 6 is by ground beam 601, bearing 602, column 603, return spring 604, crossbeam 605, press beam 606
Composition, 601 upper end of the ground beam and 602 lower end of bearing are perpendicular, and 604 upper end of the return spring is equipped with crossbeam 605, described vertical
603 upper end of column is mutually perpendicular to 606 lower end of press beam, and 605 lower end of the crossbeam is connected with 604 upper end of return spring.
The advantages of basic principles and main features and the utility model of the utility model have been shown and described above, for
For those skilled in the art, it is clear that the present invention is not limited to the details of the above exemplary embodiments, and without departing substantially from this
In the case of the spirit or essential attributes of utility model, the utility model can be realized in other specific forms.Therefore, no matter
From the point of view of which point, the present embodiments are to be considered as illustrative and not restrictive, and the scope of the utility model is by institute
Attached claim rather than above description limit, it is intended that will fall within the meaning and scope of the equivalent requirements of the claims
All changes are embraced therein.Any reference numeral in claim should not be considered as to the involved right of limitation
It is required that.
In addition, it should be understood that although this specification is described in terms of embodiments, but not each embodiment is only wrapped
Containing an independent technical solution, this description of the specification is merely for the sake of clarity, and those skilled in the art should
It considers the specification as a whole, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art
The other embodiment being appreciated that.
Claims (5)
1. a kind of bridge pier pile pile pile foundation constructing device, it is characterised in that：Its structure includes movable pulley（1）, chassis（2）, hoist engine
（3）, fixed block（4）, steel wire rope（5）, piling jack（6）, compression leg（7）, pile frame top beam（8）, spud pile（9）, the movement
Wheel（1）It is equipped with 2 altogether and is installed on chassis（2）Lower end, the hoist engine（3）With steel wire rope（5）It is connected, the fixed block
（4）With spud pile（9）It fits, the compression leg（7）Upper end is equipped with pile frame top beam（8）, the spud pile（9）Insertion is connected to bottom
Disk（2）It is interior, the piling jack（6）Lower end and fixed block（4）Upper end is connected, the piling jack（6）By ground beam
（601）, bearing（602）, column（603）, return spring（604）, crossbeam（605）, press beam（606）Composition, the ground beam（601）
Upper end and bearing（602）Lower end is perpendicular, the return spring（604）Upper end is equipped with crossbeam（605）, the column（603）On
End and press beam（606）Lower end is mutually perpendicular to, the crossbeam（605）Lower end and return spring（604）Upper end is connected.
2. a kind of bridge pier pile pile pile foundation constructing device according to claim 1, it is characterised in that：The chassis（2）Upper end
With pile frame top beam（8）Lower end is mutually parallel.
3. a kind of bridge pier pile pile pile foundation constructing device according to claim 1, it is characterised in that：The steel wire rope（5）On
End and spud pile（9）Upper end is connected.
4. a kind of bridge pier pile pile pile foundation constructing device according to claim 1, it is characterised in that：The ground beam（601）With
Fixed block（4）It fits.
5. a kind of bridge pier pile pile pile foundation constructing device according to claim 1, it is characterised in that：The chassis（2）It is a length of
300cm, width 40cm, the cuboid of a height of 40cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721913276.4U CN207891744U (en) | 2017-12-30 | 2017-12-30 | A kind of bridge pier pile pile pile foundation constructing device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721913276.4U CN207891744U (en) | 2017-12-30 | 2017-12-30 | A kind of bridge pier pile pile pile foundation constructing device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207891744U true CN207891744U (en) | 2018-09-21 |
Family
ID=63551358
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721913276.4U Active CN207891744U (en) | 2017-12-30 | 2017-12-30 | A kind of bridge pier pile pile pile foundation constructing device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207891744U (en) |
-
2017
- 2017-12-30 CN CN201721913276.4U patent/CN207891744U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200520 Address after: 246000 middle section of Maoqing Road, Anqing City, Anhui Province Patentee after: Anhui Xinrui Highway Engineering Co., Ltd Address before: 056000 312 Zhang Zhang village, North Zhang Zhuang Town, Hanshan District, Handan, Hebei Patentee before: Zhang Hongbo |
|
| TR01 | Transfer of patent right |