CN217325296U - Offshore reusable multi-pile rock-socketed platform - Google Patents
Offshore reusable multi-pile rock-socketed platform Download PDFInfo
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- CN217325296U CN217325296U CN202123206697.2U CN202123206697U CN217325296U CN 217325296 U CN217325296 U CN 217325296U CN 202123206697 U CN202123206697 U CN 202123206697U CN 217325296 U CN217325296 U CN 217325296U
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Abstract
The utility model belongs to the technical field of rock-socketed platforms, and discloses a marine reusable multi-pile rock-socketed platform, which comprises a main body platform, wherein a supporting seat is arranged below the main body platform, a supporting column is arranged at the bottom of the supporting seat, a main butt-joint block is arranged at the center of the upper surface wall of the supporting seat, and an auxiliary butt-joint block is arranged at the edge of the upper surface wall of the supporting seat, the utility model is provided with the supporting seat, and a main butt-joint block is arranged at the center above the supporting seat, the main body platform is moved to the upper part of the supporting seat by a vertical hoisting mode, a first inner embedded groove and a second inner embedded groove below the main body platform are respectively carried out with the auxiliary butt-joint block and the main butt-joint block, thereby completing the building of the main body platform, after the casting of the rock-socketed piles is completed, the main body platform can be taken down again by the vertical hoisting mode, and can be reused in other places.
Description
Technical Field
The utility model belongs to the technical field of the rock-socketed platform, concretely relates to many stakes of marine repeatedly usable type rock-socketed platform.
Background
The rock-socketed pile is a bored pile which is poured in a hard rock stratum with a certain length at the lower part of the pile, is mainly used for offshore operation such as viaducts, drilling platforms and the like, during manufacturing, drilling equipment needs to be installed on the rock-socketed platform, then drilling is carried out downwards, when holes are drilled in a seabed rock stratum, steel reinforcement cages are placed inside the holes, then the holes are filled with concrete, and after the concrete is solidified, the rock-socketed platform plays an extremely important role in the whole process.
The technical difficulty is big when the rock-socketed pile is made in marine construction difficult region, and the rock-socketed platform is fixed in the installation area mostly after the installation, treats that it is difficult to carry out reuse after the rock-socketed pile casting is accomplished, and receives the influence of sea stormy waves after setting up the rock-socketed platform, and the support column of going out at the sea level can receive incessant sea water and strike, and its life is short.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide many stakes of marine repeatedly usable type rock-socketed platform to solve current rock-socketed platform and build the part that is difficult to carry out reuse and support column and sea level contact after accomplishing and incessant the problem that the sea water that receives strikes life weak point.
In order to achieve the above object, the utility model provides a following technical scheme: many piles of offshore repeatedly usable type inlay rock platform, including the main part platform, the below of main part platform is provided with the formula supporting seat of holding, and the bottom of the formula supporting seat of holding is provided with the support column, the center department of table wall installs main butt joint piece on the formula supporting seat of holding, and the edge of table wall is provided with supplementary butt joint piece on the formula supporting seat of holding, supplementary butt joint piece is annular array and distributes.
Preferably, the center of the bottom wall of the main body platform is provided with a second embedded groove, the edge of the bottom wall of the main body platform is provided with a first embedded groove, the first embedded groove is matched with the auxiliary butt joint block, and the main butt joint block is matched with the second embedded groove.
Preferably, pile holes are symmetrically formed in the main body platform and the inside of the upper bearing type supporting seat, and welding belts are installed on the side wall of the upper bearing type supporting seat.
Preferably, the edge of the upper surface wall of the main platform is provided with an embedded ring, and the inner part of the embedded ring is provided with a carrying ring.
Preferably, the end of the carrying ring, which is far away from the embedded ring, is provided with a water retaining ring, the carrying ring and the water retaining ring are of an integrated structure, and a fixing part is arranged above the carrying ring.
Preferably, the inner wall of the water retaining ring is provided with a second welding point, the outer wall of the welding belt is provided with a first welding point, and the bottom of the supporting column is provided with a bottom pile.
Compared with the prior art, the utility model, following beneficial effect has:
(1) the utility model discloses the formula supporting seat has been set up, and the top of formula supporting seat is that circular array form has distributed supplementary butt joint soon, and the center department of table wall on the formula supporting seat of upper shield has set up main butt joint piece, during the use, the top of formula supporting seat is carried out to the formula supporting seat of upper shield with the mode of main part platform through vertical hoisting, go on with the embedded groove of first embedded groove and second of its below with supplementary butt joint piece and main butt joint piece respectively, with this build of accomplishing the main part platform, after the casting of embedded rock pile is accomplished, can take off the main part platform again through vertical hoisting's mode, carry out used repeatedly in other places.
(2) The utility model discloses the edge of table wall has seted up embedded ring on main part platform, and has set up in the embedded ring and carry on the ring, and the below of carrying on the ring has set up the manger plate ring, and manger plate ring and carry on ring formula structure as an organic whole, all fix in the embedded ring of main part platform through the mounting, the bottom of installation back manger plate ring is located below the sea level, has avoided the impact of wave to the support column through the cage cover of manger plate ring, makes its inside environment that keeps relatively stable to this life who prolongs the support column.
Drawings
Fig. 1 is a schematic structural view of the present invention;
fig. 2 is a cross-sectional view of the present invention;
fig. 3 is a top view of the main body platform of the present invention;
FIG. 4 is a side view of the main body platform and the supporting seat;
FIG. 5 is a top view of the supporting seat of the present invention;
in the figure: 1. a mounting ring; 2. a first inner caulking groove; 3. pile holes; 4. a main body platform; 5. a primary butt-joint block; 6. an auxiliary butt-joint block; 7. an embedded ring; 8. a fixing member; 9. welding the belt; 10. bottom piles; 11. a support pillar; 12. a first welding point; 13. a through-type supporting seat; 14. a water retaining ring; 15. a second welding point; 16. a second inner caulking groove.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-5, the present invention provides the following technical solutions: offshore reusable multi-pile rock-socketed platform, including main body platform 4, do not need to weld between main body platform 4 and the formula of the upper supporting seat 13, additional reinforcement modes such as bolted connection, it is convenient to remove, the rate of reuse is high, can effectively save offshore operating time, improve the work efficiency, main body platform 4's below is provided with formula of the upper supporting seat 13, and the bottom of formula of the upper supporting seat 13 is provided with support column 11, main butt joint 5 is installed to the center department of the upper surface wall of formula of the upper supporting seat 13, main butt joint 5 is compared with supplementary butt joint, the volume is bigger, and how to set up higher height, but its change of height needs to go on with second inner caulking groove 16 in step, and the edge of the upper surface wall of formula of the upper supporting seat 13 is provided with supplementary butt joint 6, supplementary butt joint 6 is annular array distribution.
Further, the inner caulking groove 16 of second has been seted up to the center department of 4 diapalls of main part platform, and the edge of 4 diapalls of main part platform has seted up first inner caulking groove 2, first inner caulking groove 2 and supplementary butt joint piece 6 phase-match, inner caulking groove 16 phase-match in main butt joint piece 5 and the second, main butt joint piece 5 and supplementary butt joint piece 6 and the formula supporting seat 13 formula structure as an organic whole that holds on, the back is contacted in main butt joint piece 5 and the second, can rotate main part platform 4 with the help of lifting device in order to adjust the butt joint angle of first inner caulking groove 2 and supplementary butt joint piece 6.
Furthermore, pile holes 3 are symmetrically formed in the main platform 4 and the upper supporting seat 13, the pile holes 3 in the main platform 4 and the upper supporting seat 13 are in the same vertical line after the main platform 4 and the upper supporting seat 13 are installed, and the welding belt 9 is installed on the side wall of the upper supporting seat 13.
Specifically, the edge of the upper surface wall of the main body platform 4 is provided with an embedded ring 7, the internal part of the embedded ring 7 is provided with a carrying ring 1, the embedded ring 7 and the carrying ring 1 are matched with each other, and the fixing part 8 penetrates through the carrying ring 1 and then is driven into the internal part of the main body platform 4 to fix the internal part.
It is worth to be noted that one end of the carrying ring 1, which is far away from the embedded ring 7, is provided with a water retaining ring 14, the bottom of the water retaining ring 14 is located on a sea level straight line, so that external sea wave impact can be blocked, a relatively stable environment is created inside the carrying ring 1, the carrying ring 1 and the water retaining ring 14 are of an integrated structure, the water retaining ring 14 and the carrying ring 1 are perpendicular to each other, and a fixing piece 8 is arranged above the carrying ring 1.
Further, second welding point 15 is installed to the inner wall of manger plate ring 14, after putting up the completion, can connect first welding point 12 and second welding point 15, increase the stability between main body platform 4 and the formula supporting seat 13 with this, the embedded rock pillar is pour and to be accomplished after need dismantle main body platform 4 the time can break the welding department and come separation first welding point 12 and second welding point 15, first welding point 12 is installed to the outer wall of weld zone 9, the bottom of support column 11 is provided with foundation pile 10.
The utility model discloses a theory of operation and use flow: when the utility model is used, a supporting column 11 is built in seawater, the bottom pile 10 at the bottom of the supporting column reduces the gravity center of the supporting column 11, the supporting column becomes more stable, a bearing type supporting seat 13 is built above the supporting column 11, a main body platform 4 is hung above the bearing type supporting seat 13 by means of vertical hoisting, a main butt joint block 5 is butted with a second inner caulking groove 16, an auxiliary butt joint block 6 at the edge of the main butt joint block is butted with a first inner caulking groove 2, so that the installation of a pile hole 3 is completed, because the installation mode of the bearing type supporting seat 13 is adopted, after the casting of the rock-embedded pile is completed, the main body platform 4 can be moved to other places for repeated use by means of vertical hoisting, the time of offshore operation is saved, the work efficiency is improved, a carrying ring 1 and a water retaining ring 14 are installed at the embedded ring 7 at the edge of the main body platform 4 by a fixing piece 8 after the building is completed, the bottom of the water retaining ring 14 is positioned below the sea level, the supporting columns 11 are partially wrapped, a relatively stable seawater environment is created inside the water retaining rings 14, and the permanent impact of sea waves on the supporting columns 11 is avoided, so that the service life of the supporting columns 11 is prolonged.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. The utility model provides a many stakes of marine repeatedly usable type rock-socketed platform, includes main part platform (4), its characterized in that: the lower part of main part platform (4) is provided with upper supporting seat (13), and the bottom of upper supporting seat (13) is provided with support column (11), the center department of table wall is gone up in upper supporting seat (13) installs main butt joint piece (5), and the edge of table wall is provided with supplementary butt joint piece (6) on upper supporting seat (13), supplementary butt joint piece (6) are the annular array and distribute.
2. An offshore reusable multi-pile rock-socketed platform according to claim 1, characterized in that: the center department of main part platform (4) diapire has seted up in the second caulking groove (16), and the edge of main part platform (4) diapire has seted up first inner caulking groove (2), first inner caulking groove (2) and supplementary butt joint piece (6) phase-match, caulking groove (16) phase-match in main butt joint piece (5) and the second.
3. An offshore reusable multi-pile rock-socketed platform according to claim 2, characterized in that: stake hole (3) have all been seted up to the inside symmetry of main part platform (4) and upper support formula supporting seat (13), and weld area (9) are installed to the lateral wall of upper support formula supporting seat (13).
4. An offshore reusable multi-pile rock-socketed platform according to claim 3, characterized in that: the edge of the upper surface wall of the main body platform (4) is provided with an embedded ring (7), and the inside of the embedded ring (7) is provided with a carrying ring (1).
5. An offshore reusable multi-pile rock-socketed platform according to claim 4, characterized in that: one end, far away from the embedded ring (7), of the carrying ring (1) is provided with a water retaining ring (14), the carrying ring (1) and the water retaining ring (14) are of an integrated structure, and a fixing piece (8) is arranged above the carrying ring (1).
6. An offshore reusable multi-pile rock-socketed platform according to claim 5, characterized in that: the inner wall of the water retaining ring (14) is provided with a second welding point (15), the outer wall of the welding belt (9) is provided with a first welding point (12), and the bottom of the supporting column (11) is provided with a bottom pile (10).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123206697.2U CN217325296U (en) | 2021-12-20 | 2021-12-20 | Offshore reusable multi-pile rock-socketed platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123206697.2U CN217325296U (en) | 2021-12-20 | 2021-12-20 | Offshore reusable multi-pile rock-socketed platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217325296U true CN217325296U (en) | 2022-08-30 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202123206697.2U Active CN217325296U (en) | 2021-12-20 | 2021-12-20 | Offshore reusable multi-pile rock-socketed platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217325296U (en) |
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2021
- 2021-12-20 CN CN202123206697.2U patent/CN217325296U/en active Active
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