CN111456009A - Engineering pile guiding device in piling construction and using method thereof - Google Patents
Engineering pile guiding device in piling construction and using method thereof Download PDFInfo
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- CN111456009A CN111456009A CN202010324930.8A CN202010324930A CN111456009A CN 111456009 A CN111456009 A CN 111456009A CN 202010324930 A CN202010324930 A CN 202010324930A CN 111456009 A CN111456009 A CN 111456009A
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D13/00—Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
- E02D13/04—Guide devices; Guide frames
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Abstract
The invention discloses an engineering pile guiding device in pile driving construction and a using method thereof. Has the advantages that: according to the invention, by arranging the telescopic positioning columns, the length of each telescopic positioning column can be freely adjusted according to the environment in the seabed, the punching depth of the positioning holes is not required to be consistent, the early-stage workload is reduced, the functionality of the device is improved, by arranging the left hydraulic rod, the right hydraulic rod and the dial, workers can conveniently know the offset of the positioning sleeve, the positioning sleeve can be ensured to be vertically lowered, the verticality of a cement pile is ensured, the engineering safety is improved, and by arranging the upper air cylinder and the lower air cylinder, the positioning sleeves of different specifications can be locked and fixed, and the practicability of the device is improved.
Description
Technical Field
The invention relates to the technical field of piling guide devices, in particular to an engineering pile guide device in piling construction and a using method thereof.
Background
In the construction of high-precision piling of sea-crossing bridges and wind power, the popular method in domestic construction units at present is as follows: the method comprises the steps of adopting 3 or 4 positioning piles to position a guide platform, hoisting the guide platform in place by one crane ship in construction, measuring and preliminarily positioning, hoisting the positioning piles by the other crane ship, inserting the positioning piles into the guide platform one by one, and driving the positioning piles in place by specially-configured piling hammers.
However, in order to ensure the horizontality of the device when the device is fixed, the engineering pile guide device in the existing piling construction needs to consistently drive the depth of each positioning hole in a complex seabed environment, the early-stage workload is large, the time is wasted, and the functionality of the device is reduced.
Disclosure of Invention
The present invention has been made to solve the above problems, and an object of the present invention is to provide a pile guide device for use in pile driving construction and a method of using the pile guide device.
The invention realizes the purpose through the following technical scheme:
An engineering pile guiding device in pile driving construction comprises a lower platform, a telescopic positioning column and a connecting rod, wherein the telescopic positioning column is arranged at four corners of the bottom end of the lower platform, barbs are arranged on two side walls of the telescopic positioning column, a second through hole is formed in the lower platform, a groove is formed in the second through hole, lower air cylinders are arranged in the lower platform in a double-way mode, a lower locking plate is arranged on one side of each lower air cylinder, the connecting rod is arranged at four corners of the upper end of the lower platform, threads are formed at the upper end of the connecting rod, a locking nut is arranged on the outer wall of the connecting rod, an upper platform is arranged above the connecting rod, a first through hole is formed in the upper platform, the first through hole and the second through hole have the same structure, an upper air cylinder is arranged in the upper platform, an upper locking plate, dial one side is provided with the spirit level, spirit level one side is provided with the shackle, upper platform upper end left side is provided with the left branch dagger, left branch dagger one side is provided with left hydraulic stem, left side hydraulic stem one side is provided with left arc roof, upper platform upper end right side is provided with the right branch dagger, right branch dagger one side is provided with right hydraulic stem, right side hydraulic stem one side is provided with right arc roof, left side arc roof and all be provided with the cushion on the right arc roof inner wall, through-hole one and be provided with positioning sleeve in the through-hole two.
Further, scalable reference column with lower platform passes through bolted connection, scalable reference column with barb welding.
Through adopting above-mentioned technical scheme, every can be freely adjusted according to the environment in the seabed to scalable reference column's length, the degree of depth that need not to beat the locating hole is unanimous, reduces earlier stage's work load, improves device functionality, the barb can be with the device steady fix in the seabed, guarantees the stability of device.
Further, the lower cylinder is connected with the lower platform through a bolt, the lower locking plate is connected with the lower cylinder through a screw, and the lower locking plate penetrates through the groove.
By adopting the technical scheme, the lower cylinder can push the lower locking plate to move, and then the adjusted positioning sleeve is locked.
Furthermore, the connecting rod with the lower platform passes through bolted connection, lock nut with the screw thread is rotated and is connected, the connecting rod with the upper mounting plate is pegged graft.
By adopting the technical scheme, the locking nut can move up and down on the connecting rod by arranging the threads, so that the distance between the upper platform and the lower platform can be adjusted.
Further, the upper cylinder is connected with the upper platform through a bolt, and the upper locking plate is connected with the upper cylinder through a screw.
By adopting the technical scheme, the upper cylinder can push the upper locking plate to move, and then the adjusted positioning sleeve is locked.
Furthermore, the dial disc with the upper mounting plate passes through screwed connection, the spirit level with the upper mounting plate passes through screwed connection, the shackle with the upper mounting plate welding.
Through adopting above-mentioned technical scheme, the calibrated scale can be convenient for the staff to know locating sleeve's offset, the level is whether level in order can be convenient for the staff to know the device, the shackle is convenient for make the device hoist.
Furthermore, the left support column is connected with the upper platform through a bolt, the left hydraulic rod is connected with the left arc-shaped top plate through a screw, the right support column is connected with the upper platform through a bolt, and the right hydraulic rod is connected with the right arc-shaped top plate through a screw.
By adopting the technical scheme, when the positioning sleeve inclines to the left, the left hydraulic rod pushes the left arc-shaped top plate to centralize the positioning sleeve, otherwise, the right hydraulic rod works to ensure that the positioning sleeve is vertically lowered, so that the perpendicularity of the cement pile is ensured, and the engineering safety is improved.
Further, the cushion with left side arc roof and right side arc roof all passes through screwed connection.
Through adopting above-mentioned technical scheme, the cushion can reduce left side arc roof or right side arc roof is right the impact strength of alignment sleeve.
Furthermore, the positioning sleeve penetrates through the first through hole and the second through hole.
Through adopting above-mentioned technical scheme, for the convenience the positioning sleeve is transferred, through-hole one and the specification of through-hole two will be greater than positioning sleeve's specification, then pass through go up the cylinder promotes go up the locking plate and remove, the cylinder promotes down the locking plate removes down, and both are right simultaneously the fixed locking of positioning sleeve still can be to different specifications positioning sleeve locks fixedly, improves the device practicality.
The invention has the beneficial effects that:
1. In order to solve the problems that when an engineering pile guiding device in the existing piling construction is used for fixing the device, in order to ensure the horizontality of the device, the depth of each positioning hole needs to be consistent in a complex seabed environment, the early-stage workload is large, the time is wasted, and the functionality of the device is reduced, the length of each telescopic positioning column can be freely adjusted according to the environment in the seabed by arranging the telescopic positioning columns, the depth of the positioning holes does not need to be consistent, the early-stage workload is reduced, and the functionality of the device is improved;
2. In order to solve the problems that in the process of lowering a positioning sleeve, the positioning sleeve can incline along with ocean current in the existing engineering pile guiding device in piling construction, so that the verticality of a cement pile is influenced, and the engineering safety is reduced, the invention is convenient for workers to know the offset of the positioning sleeve by arranging the left hydraulic rod, the right hydraulic rod and the dial, so that the positioning sleeve can be ensured to be vertically lowered, the verticality of the cement pile is ensured, and the engineering safety is improved;
3. In order to solve the problem that the existing engineering pile guiding device in pile driving construction can only pile positioning sleeves of the same specification and reduce the practicability of the device, the invention can lock and fix the positioning sleeves of different specifications by arranging the upper air cylinder and the lower air cylinder, thereby improving the practicability of the device.
Drawings
Fig. 1 is a front view of a pile guide for pile driving construction according to the present invention;
Fig. 2 is a cross-sectional view of a pile guide for pile driving construction according to the present invention;
Fig. 3 is a plan view of a pile guide for pile driving according to the present invention;
Fig. 4 is a cross-sectional view of a second through hole of the pile guide in pile driving construction according to the present invention.
The reference numerals are explained below:
1. A barb; 2. a telescopic positioning column; 3. a connecting rod; 4. an upper platform; 5. a shackle; 6. a left support column; 7. a left hydraulic ram; 8. a left arc-shaped top plate; 9. a right arc-shaped top plate; 10. a right hydraulic lever; 11. a right support column; 12. a dial scale; 13. a first through hole; 14. a level gauge; 15. a second through hole; 16. a lower platform; 17. a lower cylinder; 18. an upper locking plate; 19. an upper cylinder; 20. a rubber pad; 21. a positioning sleeve; 22. locking the nut; 23. a thread; 24. a lower locking plate; 25. and (4) slotting.
Detailed Description
The invention will be further described with reference to the accompanying drawings in which:
As shown in fig. 1-4, an engineering pile guiding device in pile driving construction comprises a lower platform 16, a telescopic positioning column 2 and a connecting rod 3, wherein the telescopic positioning column 2 is arranged at four corners of the bottom end of the lower platform 16, barbs 1 are arranged on two side walls of the telescopic positioning column 2, a through hole two 15 is formed in the lower platform 16, a slot 25 is formed in the through hole two 15, a lower air cylinder 17 is arranged in the lower platform 16, a lower locking plate 24 is arranged on one side of the lower air cylinder 17, the connecting rod 3 is arranged at four corners of the upper end of the lower platform 16, threads 23 are formed on the upper end of the connecting rod 3, a locking nut 22 is arranged on the outer wall of the connecting rod 3, an upper platform 4 is arranged above the connecting rod 3, a through hole one 13 is formed in the upper platform 4, the through hole one 13 and the through hole two 15 have the same structure, an upper air cylinder 19 is arranged in the upper platform 4, 12 one side of calibrated scale is provided with spirit level 14, 14 one side of spirit level is provided with shackle 5, 4 upper ends of upper platform left side are provided with left branch dagger 6, 6 one sides of left branch dagger are provided with left hydraulic stem 7, 7 one sides of left hydraulic stem are provided with left arc roof 8, 4 upper ends right sides of upper platform are provided with right branch dagger 11, 11 one sides of right branch dagger are provided with right hydraulic stem 10, 10 one sides of right hydraulic stem are provided with right arc roof 9, all be provided with cushion 20 on left arc roof 8 and the 9 inner walls of right arc roof, be provided with locating sleeve 21 in through-hole one 13 and the through-hole.
In this embodiment, scalable reference column 2 passes through bolted connection with lower platform 16, and scalable reference column 2 welds with barb 1, and scalable reference column 2 can freely adjust every scalable reference column 2's length according to the environment in the seabed, need not to beat the degree of depth unanimous with the locating hole, reduces earlier stage work load, improves the device functionality, and barb 1 can be with the steady fixing of device in the seabed, guarantees the stability of device.
In this embodiment, the lower cylinder 17 is connected with the lower platform 16 through a bolt, the lower locking plate 24 is connected with the lower cylinder 17 through a screw, the lower locking plate 24 penetrates through the slot 25, and the lower cylinder 17 can push the lower locking plate 24 to move, so as to lock the adjusted positioning sleeve 21.
In this embodiment, the connecting rod 3 is connected with the lower platform 16 through a bolt, the locking nut 22 is rotatably connected with the thread 23, the connecting rod 3 is connected with the upper platform 4 in an inserting mode, and the locking nut 22 can move up and down on the connecting rod 3 through the thread 23, so that the distance between the upper platform 4 and the lower platform 16 can be adjusted.
In this embodiment, the upper cylinder 19 is connected to the upper platform 4 by a bolt, the upper locking plate 18 is connected to the upper cylinder 19 by a screw, and the upper cylinder 19 can push the upper locking plate 18 to move, so as to lock the adjusted positioning sleeve 21.
In this embodiment, the dial 12 is connected to the upper platform 4 through screws, the level gauge 14 is connected to the upper platform 4 through screws, the hook ring 5 is welded to the upper platform 4, the dial 12 can facilitate workers to know the offset of the positioning sleeve 21, the level can facilitate workers to know whether the device is level, and the hook ring 5 facilitates the device to be lifted.
In this embodiment, left branch dagger 6 passes through bolted connection with upper platform 4, left hydraulic stem 7 passes through bolted connection with left arc roof 8, right branch dagger 11 passes through bolted connection with upper platform 4, right hydraulic stem 10 passes through bolted connection with right arc roof 9, when the location sleeve 21 leaned left, left hydraulic stem 7 promotes left arc roof 8 and gives rightting with location sleeve 21 this moment, on the contrary, right hydraulic stem 10 work can guarantee that location sleeve 21 transfers perpendicularly, and then guarantee the straightness that hangs down of cement stake, improve engineering safety.
In this embodiment, cushion 20 and left arc roof 8 and right arc roof 9 all pass through bolted connection, and cushion 20 can reduce the impact strength of left arc roof 8 or right arc roof 9 to abutment sleeve 21.
In this embodiment, the locating sleeve 21 runs through in through-hole one 13 and through-hole two 15, for the convenience of locating sleeve 21 transfers, the specification of through-hole one 13 and through-hole two 15 will be greater than locating sleeve 21's specification, then promote locking plate 18 through last cylinder 19 and remove, locking plate 24 removes under cylinder 17 promotes, and both fix the locking to locating sleeve 21 simultaneously, still can lock the locating sleeve 21 of different specifications fixedly, improve the device practicality.
A method for using an engineering pile guide device in piling construction comprises the following steps: firstly, the hoisting equipment places the device in the seabed through the shackle 5, the telescopic positioning columns 2 can freely adjust the length of each telescopic positioning column 2 according to the environment in the seabed, the depth of positioning holes is not required to be consistent, the early-stage workload is reduced, the functionality of the device is improved, whether the device is horizontal or not can be known through the level gauge 14, the barb 1 can stably fix the device in the seabed, the stability of the device is ensured, after the device is fixed, the hoisting equipment lifts the positioning sleeve 21, then the positioning sleeve 21 is placed into the sea through the first through hole 13 and the second through hole 15, the positioning sleeve 21 can incline along with the flow of seawater in the placement process, the dial 12 can facilitate workers to know the inclination amount of the positioning sleeve 21, when the positioning sleeve 21 inclines to the left, the left hydraulic rod 7 pushes the left arc-shaped top plate 8 to right the positioning sleeve 21, otherwise, the right hydraulic rod 10 works, can guarantee that location sleeve 21 transfers perpendicularly, and then guarantee the straightness that hangs down of cement pile, improve engineering safety, rightting the in-process to location sleeve 21, cushion 20 can reduce left arc roof 8 or right arc roof 9 to location sleeve 21's impact dynamics, then promote through last cylinder 19 and go up locking plate 18 and remove, locking plate 24 removes under the cylinder 17 promotes, both are fixed the locking to location sleeve 21 simultaneously, still can lock the location sleeve 21 of different specifications fixedly, improve the device practicality.
The foregoing illustrates and describes the principles, general features, and advantages of the present invention. It will be understood by those skilled in the art that the present invention is not limited to the embodiments described above, which are described in the specification and illustrated only to illustrate the principle of the present invention, but that various changes and modifications may be made therein without departing from the spirit and scope of the present invention, which fall within the scope of the invention as claimed. The scope of the invention is defined by the appended claims and equivalents thereof.
Claims (10)
1. The utility model provides an engineering stake guider in pile construction which characterized in that: comprises a lower platform (16), a telescopic positioning column (2) and a connecting rod (3), wherein the telescopic positioning column (2) is arranged at four corners of the bottom end of the lower platform (16), barbs (1) are arranged on two side walls of the telescopic positioning column (2), a through hole II (15) is formed in the lower platform (16), a groove (25) is formed in the through hole II (15), a lower air cylinder (17) is arranged in the lower platform (16), a lower locking plate (24) is arranged on one side of the lower air cylinder (17), the connecting rod (3) is arranged at four corners of the upper end of the lower platform (16), threads (23) are formed at the upper end of the connecting rod (3), a locking nut (22) is arranged on the outer wall of the connecting rod (3), an upper platform (4) is arranged above the connecting rod (3), and a through hole I (13) is formed in the upper platform (4, the first through hole (13) and the second through hole (15) have the same structure, an upper air cylinder (19) is arranged in the upper platform (4), an upper locking plate (18) is arranged on one side of the upper air cylinder (19), a dial (12) is arranged at the upper end of the upper platform (4), a level gauge (14) is arranged on one side of the dial (12), a shackle (5) is arranged on one side of the level gauge (14), a left support column (6) is arranged on the left side of the upper end of the upper platform (4), a left hydraulic rod (7) is arranged on one side of the left support column (6), a left arc-shaped top plate (8) is arranged on one side of the left hydraulic rod (7), a right support column (11) is arranged on the right side of the upper end of the upper platform (4), a right hydraulic rod (10) is arranged on one side of the right support column (11, all be provided with cushion (20) on left side arc roof (8) and right side arc roof (9) inner wall, through-hole one (13) and be provided with position sleeve (21) in through-hole two (15).
2. An engineering pile guide device in piling construction according to claim 1, wherein: scalable reference column (2) with lower platform (16) pass through bolted connection, scalable reference column (2) with barb (1) welding.
3. An engineering pile guide device in piling construction according to claim 1, wherein: the lower cylinder (17) is connected with the lower platform (16) through a bolt, the lower locking plate (24) is connected with the lower cylinder (17) through a screw, and the lower locking plate (24) penetrates through the groove (25).
4. An engineering pile guide device in piling construction according to claim 1, wherein: the connecting rod (3) is connected with the lower platform (16) through a bolt, the locking nut (22) is rotatably connected with the thread (23), and the connecting rod (3) is connected with the upper platform (4) in an inserting mode.
5. An engineering pile guide device in piling construction according to claim 1, wherein: the upper cylinder (19) is connected with the upper platform (4) through a bolt, and the upper locking plate (18) is connected with the upper cylinder (19) through a screw.
6. An engineering pile guide device in piling construction according to claim 1, wherein: the dial (12) is connected with the upper platform (4) through screws, the level gauge (14) is connected with the upper platform (4) through screws, and the hook ring (5) is welded with the upper platform (4).
7. An engineering pile guide device in piling construction according to claim 1, wherein: the left support column (6) is connected with the upper platform (4) through a bolt, the left hydraulic rod (7) is connected with the left arc-shaped top plate (8) through a screw, the right support column (11) is connected with the upper platform (4) through a bolt, and the right hydraulic rod (10) is connected with the right arc-shaped top plate (9) through a screw.
8. An engineering pile guide device in piling construction according to claim 1, wherein: the rubber mat (20) is connected with the left arc-shaped top plate (8) and the right arc-shaped top plate (9) through screws.
9. An engineering pile guide device in piling construction according to claim 1, wherein: the positioning sleeve (21) penetrates through the first through hole (13) and the second through hole (15).
10. A method of using a pile guide in pile driving construction, which is applied to the pile guide in pile driving construction of any one of claims 1 to 9, characterized in that: firstly, the lifting equipment places the device in the sea bottom through the shackle (5), the telescopic positioning columns (2) can freely adjust the length of each telescopic positioning column (2) according to the environment in the sea bottom, the depth of positioning holes is not required to be consistent, the early-stage workload is reduced, the functionality of the device is improved, whether the device is horizontal or not is known through the level gauge (14), the barb (1) can stably fix the device in the sea bottom, the stability of the device is ensured, after the device is fixed, the lifting equipment lifts the positioning sleeve (21) and then puts the positioning sleeve (21) into the sea through the first through hole (13) and the second through hole (15), the positioning sleeve (21) can incline along with the flowing of sea water in the putting process, and the dial (12) can facilitate a worker to know the inclination amount of the positioning sleeve (21), when the positioning sleeve (21) inclines to the left, the left hydraulic rod (7) pushes the left arc-shaped top plate (8) to right the positioning sleeve (21), otherwise, the right hydraulic rod (10) works to ensure that the positioning sleeve (21) is vertically lowered, so that the verticality of a cement pile is ensured, the engineering safety is improved, in the process of righting the positioning sleeve (21), the rubber pad (20) can reduce the impact force of the left arc-shaped top plate (8) or the right arc-shaped top plate (9) on the positioning sleeve (21), then the upper locking plate (18) is pushed to move by the upper air cylinder (19), the lower air cylinder (17) pushes the lower locking plate (24) to move, the lower air cylinder and the positioning sleeve (21) are fixedly locked at the same time, and the positioning sleeves (21) of different specifications can also be locked and fixed, the practicability of the device is improved.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010324930.8A CN111456009A (en) | 2020-04-23 | 2020-04-23 | Engineering pile guiding device in piling construction and using method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010324930.8A CN111456009A (en) | 2020-04-23 | 2020-04-23 | Engineering pile guiding device in piling construction and using method thereof |
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| Publication Number | Publication Date |
|---|---|
| CN111456009A true CN111456009A (en) | 2020-07-28 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010324930.8A Pending CN111456009A (en) | 2020-04-23 | 2020-04-23 | Engineering pile guiding device in piling construction and using method thereof |
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| Country | Link |
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| CN (1) | CN111456009A (en) |
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| CN112411539A (en) * | 2020-11-20 | 2021-02-26 | 南京珊秀科技有限公司 | Water conservancy construction concrete pipe pile installation method |
| CN113977476A (en) * | 2021-09-30 | 2022-01-28 | 娄底光华机械设备制造有限公司 | Hydraulic drive type flange sleeve clamping tool |
| CN114561938A (en) * | 2021-12-20 | 2022-05-31 | 陕西建工新能源有限公司 | Novel photovoltaic concrete prestressed pipe pile |
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| CN114561938A (en) * | 2021-12-20 | 2022-05-31 | 陕西建工新能源有限公司 | Novel photovoltaic concrete prestressed pipe pile |
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