CN116770895A - Underwater building with inverted pile and construction method thereof - Google Patents
Underwater building with inverted pile and construction method thereof Download PDFInfo
- Publication number
- CN116770895A CN116770895A CN202310659445.XA CN202310659445A CN116770895A CN 116770895 A CN116770895 A CN 116770895A CN 202310659445 A CN202310659445 A CN 202310659445A CN 116770895 A CN116770895 A CN 116770895A
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- pile
- platform
- underwater
- construction
- cylinder
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- 238000010276 construction Methods 0.000 title claims abstract description 71
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 52
- 238000009417 prefabrication Methods 0.000 claims abstract description 4
- 229910000831 Steel Inorganic materials 0.000 claims description 43
- 239000010959 steel Substances 0.000 claims description 43
- 230000007704 transition Effects 0.000 claims description 8
- 238000004804 winding Methods 0.000 claims description 3
- 238000010586 diagram Methods 0.000 description 10
- 230000003028 elevating effect Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/06—Constructions, or methods of constructing, in water
-
- 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
- E02D5/24—Prefabricated piles
- E02D5/28—Prefabricated piles made of steel or other metals
-
- 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
- E02D5/24—Prefabricated piles
- E02D5/28—Prefabricated piles made of steel or other metals
- E02D5/285—Prefabricated piles made of steel or other metals tubular, e.g. prefabricated from sheet pile elements
-
- 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
- E02D5/52—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
- E02D7/02—Placing by driving
- E02D7/06—Power-driven drivers
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The invention discloses an underwater building with inverted pile and its construction method, characterized in that the underwater prefabricated building comprises a structure and a pile in the structure, the structure comprises a pile chamber, the pile chamber comprises a pile connector at the bottom; the main construction steps are as follows: 1) Prefabrication of the structures and piles is completed; 2) Completing the construction of the pile; 3) Conveying and sinking the structure to a set position, so that the top of the pile is inserted into the pile interface; 4) Completing temporary positioning of the structure under water; 5) In the anhydrous pile chamber, the connection between the pile and the structure is completed; 6) And carrying out subsequent operation to complete all the construction. The invention has the main advantages that: the construction does not need cofferdam, the construction period is short, the environment is protected, and the construction is convenient in the pile room without water positive pressure.
Description
Technical Field
The invention relates to the technical field of underwater buildings, in particular to an underwater building with inverted piles and a construction method thereof.
Background
The traditional construction method of the underwater building needs cofferdam and pumping water, and the water is reappeared after the pile construction is finished, so that the method is not environment-friendly, long in construction period and high in cost.
Disclosure of Invention
Aiming at the problems in the prior art, the invention aims to provide an underwater building with inverted pile and a construction method thereof, which solve the problems in the prior art;
in order to achieve the above purpose, the present invention provides the following technical solutions: the underwater prefabricated building 1 comprises a structure 3 and piles 4 which are positioned in the structure 3 and are inserted into the structure 3 upside down, the structure 3 comprises a pile chamber 3A, and the pile chamber 3A comprises a pile connector 3-1 positioned at the bottom; the main construction steps are as follows:
1) Prefabrication of the structure 3 and the piles 4 is completed;
2) Completing the construction of the pile 4;
3) Conveying and sinking the structure 3 to a set position, so that the top of the pile 4 is inserted into the pile interface 3-1;
4) Completing temporary positioning of the structure 3 under water;
5) In the anhydrous pile chamber 3A, the connection of the piles 4 and the structures 3 is completed;
6) The subsequent work is performed until the entire construction of the building 1 is completed.
As a further scheme of the invention: the pile chamber 3A comprises a cylinder 7 with an opening at the bottom, and the cylinder 7 is covered with the pile 4 in a reverse buckling manner.
As a further scheme of the invention: the pile connector 3-1 comprises a connecting device 7-1, and the cylinder 7 and the pile 4 are fixedly connected into a whole through the connecting device 7-1.
As a further scheme of the invention: the pile 4 comprises a steel pile 4A, the cylinder 7 comprises a steel cylinder 7A, and the connecting device 7-1 comprises a connecting ring 7-1A.
As a further scheme of the invention: the steel pile 4A comprises a steel pipe pile 4A1, and the steel cylinder 7A comprises a round steel cylinder 7A1; the outer diameter of the connecting ring 7-1A is smaller than or equal to the inner diameter of the round steel cylinder 7A1, the inner diameter of the connecting ring 7-1A is larger than or equal to the outer diameter of the steel pipe pile 4A1, and the round steel cylinder 7A1 is connected with the steel pipe pile 4A1 into a whole through the connecting ring 7-1A.
As a further scheme of the invention: the construction device 5 comprises a piling ship 9, and the construction of the steel pipe pile 4A1 is completed through the piling ship 9.
As a further scheme of the invention: the structure 3 comprises a deepwater building 1A, the construction device 5 comprises a deepwater construction device 51, and the deepwater construction device 51 comprises an underwater device 5A and a surface ship 10;
the underwater device 5A positioned under the water comprises a frame 5A-1, an underwater screw 5A-2, an underwater lifting support 5A-3 and a locking device 5A-4, wherein the underwater screw 5A-2, the underwater lifting support 5A-3 and the locking device 5A-4 are all arranged on the frame 5A-1, and the structure 3 and the frame 5A-1 are temporarily locked together through the locking device 5A-4;
the surface vessel 10 includes a hull 10-1, a propeller device 10A1, and a hoisting device 10A2; the propeller device 10A1 and the hoisting device 10A2 are both arranged on the ship body 10-1, and the hoisting device 10A2 hangs the frame 5A-1 on the ship body 10-1;
the structure 3 is initially floated in place on the water surface or in the water through the propeller device 10A1, and then the frame 5A-1 is initially sunk in place through the winding device 10A2; the horizontal position of the structure 3 is adjusted through the underwater screw propeller 5A-2, and then the frame 5A-1 is supported on the water bottom through the underwater lifting support 5A-3, so that the adjustment of the horizontal and height positions of the structure 3 is realized, and the accurate positioning of the structure 3 is ensured;
after the deep water building 1A is constructed, the structure 3 is separated from the frame 5A-1 by the locking device 5A-4, and the frame 5A-1 is reset to the hull 10-1 by the hoisting device 10A 2.
As a further scheme of the invention: the construction device 5 comprises a shallow water construction device 52, the shallow water construction device 52 comprises a water surface platform 11, and the water surface platform 11 comprises a platform body 11-1, a platform propeller 11A1, a platform winch 11A2 and a platform lifting support 11A3; the platform propeller 11A1, the platform winch 11A2 and the platform lifting support 11A3 are all arranged on the platform body 11-1, the vertical surface of the platform body 11-1 is in an inverted U shape, and the top view is in an I shape;
the platform winch 11A2 hangs the structure 3 on the platform body 11-1, the structure 3 floats to a set position in the horizontal direction through the platform propeller 11A1, and then the structure 3 is sunk to the set position through the platform winch 11A 2;
the platform lifting support 11A3 is positioned at four corners of the platform body 11-1 in the H shape in the top view, the platform body 11-1 is supported on the water bottom through the platform lifting support 11A3, the adjustment of the horizontal and height positions of the structure 3 is realized, and the water bottom positioning of the structure 3 is completed.
As a further scheme of the invention: the structure 3 comprises a chamber body 3B and an access cylinder 3C for personnel to enter and exit, the pile chamber 3A is a component part of the chamber body 3B, the access cylinder 3C comprises a transition cylinder 3C1, an inner cover 3C2 and an outer cover 3C3, a transition cylinder 3C1 is arranged between the inner cover 3C2 and the outer cover 3C3, and the inner cover 3C2 is positioned between the chamber body 3B and the access cylinder 3C; the worker enters the anhydrous room body 3B through the access cylinder 3C, and completes the connection of the piles 4 and the structures 3 in the pile room 3A.
In summary, compared with the prior art, the invention has the following advantages: the construction does not need cofferdam, the construction period is short, the environment is protected, and the construction is convenient in the pile room without water positive pressure.
Drawings
Fig. 1 is a schematic diagram of the positions of the structures 3 and piles 4 constituting the building 1, a schematic diagram of the structure and positions of the pile housing 3A constituting the structure 3, and a schematic diagram of the structure and positions of the pile connector 3-1 constituting the pile housing 3A.
Fig. 2 is a schematic diagram of the structure and position of the pile chamber 3A, the chamber body 3B, the access cylinder 3C, and the pile 4 constituting the structure 3, a schematic diagram of the structure and position of the cylinder 7 and the pile connector 3-1 constituting the pile chamber 3A, a schematic diagram of the structure and position of the connector 7-1 constituting the pile connector 3-1, a schematic diagram of the structure and position of the connector 7-1A constituting the connector 7-1, a schematic diagram of the structure and position of the steel pile 4A constituting the pile 4, a schematic diagram of the structure and position of the steel pipe pile 4A1 constituting the steel pile 4A, and a schematic diagram of the structure and position of the transition cylinder 3C1, the inner cover 3C2, and the outer cover 3C3 constituting the access cylinder 3C.
Fig. 3 is a schematic view of the structure and position of the pile driving vessel 9 constituting the construction equipment 5, the structure and position of the steel pile 4A constituting the pile 4, and the structure and position of the steel pipe pile 4A1 constituting the steel pile 4A.
Fig. 4 is a schematic view of the structure and position of the deepwater construction 1A constituting the structure 3, the structure and position of the deepwater construction device 51 constituting the construction device 5, the structure and position of the underwater device 5A and the surface vessel 10 constituting the deepwater construction device 51, the structure and position of the frame 5A-1, the underwater screw 5A-2, the underwater elevating support 5A-3 and the locking device 5A-4 constituting the underwater device 5A, and the structure and position of the hull 10-1, the screw device 10A1 and the hoisting device 10A2 constituting the surface vessel 10.
Fig. 5 is a schematic view of the structure and position of the shallow water construction equipment 52 constituting the construction equipment 5, and also a schematic view of the structure and position of the water surface platform 11 constituting the shallow water construction equipment 52, and a schematic view of the structure and position of the platform body 11-1, the platform propeller 11A1, the platform winch 11A2, and the platform lifting support 11A3 constituting the water surface platform 11.
1 in the figure is a building, 1A is a deep water building;
3 is a structure, 3-1 is a pile connector, 3A is a pile chamber, 3B is a chamber body, 3C is an access cylinder, 3C1 is a transition cylinder, 3C2 is an inner cover, and 3C3 is an outer cover;
4 is a pile, 4A is a steel pile, and 4A1 is a steel pipe pile;
5 is a construction device, 5A is an underwater device, 5A-1 is a frame, 5A-2 is an underwater propeller, 5A-3 is an underwater lifting support, 5A-4 is a locking device, 51 is a deep water construction device, and 52 is a shallow water construction device;
7 is a cylinder body, 7-1 is a connecting device, 7A is a steel cylinder, 7A1 is a round steel cylinder, 7A-1 is a construction cylinder interface, and 7-1A is a connecting ring;
9 is a piling ship; 10 is a surface ship, 10-1 is a hull, 10A1 is a propeller device, and 10A2 is a hoisting device;
11 is a water surface platform, 11-1 is a platform body, 11A1 is a platform propeller, 11A2 is a platform winch, and 11A3 is a platform lifting support.
Description of the embodiments
The technical solutions of the embodiments of the present invention will be described below with reference to the accompanying drawings in the embodiments of the present invention, and it is apparent that the described embodiments are only some embodiments of the present invention, but not all embodiments, and all other embodiments obtained by those skilled in the art without making any inventive effort based on the embodiments of the present invention are included in the scope of protection of the present invention.
Referring to fig. 1-5, in the embodiment of the present invention, the prefabricated underwater building 1 includes a structure 3 and piles 4 inserted into the structure 3 upside down, the structure 3 includes a pile chamber 3A, and the pile chamber 3A includes a pile connector 3-1 at the bottom; the main construction steps are as follows:
1) Prefabrication of the structure 3 and the piles 4 is completed;
2) Completing the construction of the pile 4;
3) Conveying and sinking the structure 3 to a set position, so that the top of the pile 4 is inserted into the pile interface 3-1;
4) Completing temporary positioning of the structure 3 under water;
5) In the anhydrous pile chamber 3A, the connection of the piles 4 and the structures 3 is completed;
6) The subsequent work is performed until the entire construction of the building 1 is completed.
The pile chamber 3A comprises a cylinder 7 with an opening at the bottom, and the cylinder 7 is covered with the pile 4 in a reverse buckling manner.
The pile connector 3-1 comprises a connecting device 7-1, and the cylinder 7 and the pile 4 are fixedly connected into a whole through the connecting device 7-1.
The pile 4 comprises a steel pile 4A, the cylinder 7 comprises a steel cylinder 7A, and the connecting device 7-1 comprises a connecting ring 7-1A.
The pile 4 comprises a concrete pile, and the cylinder 7 comprises a concrete cylinder.
The steel pile 4A comprises a steel pipe pile 4A1, and the steel cylinder 7A comprises a round steel cylinder 7A1; the outer diameter of the connecting ring 7-1A is smaller than or equal to the inner diameter of the round steel cylinder 7A1, the inner diameter of the connecting ring 7-1A is larger than or equal to the outer diameter of the steel pipe pile 4A1, and the round steel cylinder 7A1 is connected with the steel pipe pile 4A1 into a whole through the connecting ring 7-1A.
The construction device 5 comprises a piling ship 9, and the construction of the steel pipe pile 4A1 is completed through the piling ship 9.
The structure 3 comprises a deepwater building 1A, the construction device 5 comprises a deepwater construction device 51, and the deepwater construction device 51 comprises an underwater device 5A and a surface ship 10;
the underwater device 5A positioned under the water comprises a frame 5A-1, an underwater screw 5A-2, an underwater lifting support 5A-3 and a locking device 5A-4, wherein the underwater screw 5A-2, the underwater lifting support 5A-3 and the locking device 5A-4 are all arranged on the frame 5A-1, and the structure 3 and the frame 5A-1 are temporarily locked together through the locking device 5A-4;
the surface vessel 10 includes a hull 10-1, a propeller device 10A1, and a hoisting device 10A2; the propeller device 10A1 and the hoisting device 10A2 are both arranged on the ship body 10-1, and the hoisting device 10A2 hangs the frame 5A-1 on the ship body 10-1;
the structure 3 is initially floated in place on the water surface or in the water through the propeller device 10A1, and then the frame 5A-1 is initially sunk in place through the winding device 10A2; the horizontal position of the structure 3 is adjusted through the underwater screw propeller 5A-2, and then the frame 5A-1 is supported on the water bottom through the underwater lifting support 5A-3, so that the adjustment of the horizontal and height positions of the structure 3 is realized, and the accurate positioning of the structure 3 is ensured;
after the deep water building 1A is constructed, the structure 3 is separated from the frame 5A-1 by the locking device 5A-4, and the frame 5A-1 is reset to the hull 10-1 by the hoisting device 10A 2.
The construction device 5 comprises a shallow water construction device 52, the shallow water construction device 52 comprises a water surface platform 11, and the water surface platform 11 comprises a platform body 11-1, a platform propeller 11A1, a platform winch 11A2 and a platform lifting support 11A3; the platform propeller 11A1, the platform winch 11A2 and the platform lifting support 11A3 are all arranged on the platform body 11-1, the vertical surface of the platform body 11-1 is in an inverted U shape, and the top view is in an I shape;
the platform winch 11A2 hangs the structure 3 on the platform body 11-1, the structure 3 floats to a set position in the horizontal direction through the platform propeller 11A1, and then the structure 3 is sunk to the set position through the platform winch 11A 2;
the platform lifting support 11A3 is positioned at four corners of the platform body 11-1 in the H shape in the top view, the platform body 11-1 is supported on the water bottom through the platform lifting support 11A3, the adjustment of the horizontal and height positions of the structure 3 is realized, and the water bottom positioning of the structure 3 is completed.
The structure 3 comprises a chamber body 3B and an access cylinder 3C for personnel to enter and exit, the pile chamber 3A is a component part of the chamber body 3B, the access cylinder 3C comprises a transition cylinder 3C1, an inner cover 3C2 and an outer cover 3C3, a transition cylinder 3C1 is arranged between the inner cover 3C2 and the outer cover 3C3, and the inner cover 3C2 is positioned between the chamber body 3B and the access cylinder 3C; the worker enters the anhydrous room body 3B through the access cylinder 3C, and completes the connection of the piles 4 and the structures 3 in the pile room 3A.
In the description of the present invention, it should be noted that the directions or positional relationships indicated by the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "front", "rear", etc. are based on the directions or positional relationships shown in the drawings, are merely for convenience of describing the present invention and simplifying the description, and are not to indicate or imply that the apparatus or element to be referred to must have a specific direction, be configured and operated in the specific direction, and thus should not be construed as limiting the present invention, and it should be noted that the terms "mounted", "connected" should be construed broadly, for example, may be fixedly connected, may be detachably connected, or integrally formed, may be mechanically connected, or may be indirectly connected through intermediaries, and the specific meaning of terms in the present invention may be understood in specific cases.
Furthermore, it should be understood that although the present disclosure describes embodiments, not every embodiment is provided with a separate embodiment, and that this description is provided for clarity only, and that the disclosure is not limited to the embodiments described in detail below, and that the embodiments described in the examples may be combined as appropriate to form other embodiments that will be apparent to those skilled in the art.
Claims (9)
1. An underwater building with inverted pile and a construction method thereof are characterized in that the underwater prefabricated building (1) comprises a structure (3) and piles (4) which are positioned in the structure (3) and are inserted into the structure (3) in an inverted mode, the structure (3) comprises a pile chamber (3A), and the pile chamber (3A) comprises a pile interface (3-1) positioned at the bottom; the main construction steps are as follows:
1) Prefabrication of the structure (3) and the piles (4) is completed;
2) Finishing the construction of the pile (4);
3) Conveying and sinking the structure (3) to a set position, so that the top of the pile (4) is inserted into the pile interface (3-1);
4) Completing temporary positioning of the structure (3) under water;
5) In the anhydrous pile chamber (3A), the connection between the pile (4) and the structure (3) is completed;
6) And carrying out subsequent operation until the whole construction of the building (1) is completed.
2. The underwater building with the inverted pile and the construction method thereof according to claim 1, wherein the pile chamber (3A) comprises a cylinder (7) with an opening at the bottom, and the cylinder (7) is covered with the pile (4) in an inverted manner.
3. The underwater building with the inverted pile and the construction method thereof according to claim 2, wherein the pile connector (3-1) comprises a connecting device (7-1), and the cylinder (7) and the pile (4) are fixedly connected into a whole through the connecting device (7-1).
4. An underwater building with inverted piles and a construction method thereof according to claim 3, wherein the piles (4) comprise steel piles (4A), the cylinder (7) comprises steel cylinders (7A), and the connection means (7-1) comprises connection rings (7-1A).
5. The underwater building with the inverted pile and the construction method thereof according to claim 4, wherein the steel pile (4A) comprises a steel pipe pile (4A 1), and the steel cylinder (7A) comprises a round steel cylinder (7 A1); the outer diameter of the connecting ring (7-1A) is smaller than or equal to the inner diameter of the round steel cylinder (7A 1), the inner diameter of the connecting ring (7-1A) is larger than or equal to the outer diameter of the steel pipe pile (4A 1), and the round steel cylinder (7A 1) is connected with the steel pipe pile (4A 1) into a whole through the connecting ring (7-1A).
6. The underwater building with reverse pile and the construction method thereof according to claim 5, wherein the construction device (5) comprises a pile driving ship (9), and the construction of the steel pipe pile (4 A1) is completed by the pile driving ship (9).
7. The underwater building with the inverted pile and the construction method thereof according to claim 6, wherein the structure (3) comprises a deep water building (1A), the construction device (5) comprises a deep water construction device (51), and the deep water construction device (51) comprises an underwater device (5A) and a surface ship (10);
the underwater device (5A) positioned under the water comprises a frame (5A-1), an underwater screw (5A-2), an underwater lifting support (5A-3) and a locking device (5A-4), wherein the underwater screw (5A-2), the underwater lifting support (5A-3) and the locking device (5A-4) are all arranged on the frame (5A-1), and the structure (3) and the frame (5A-1) are temporarily locked together through the locking device (5A-4);
the surface ship (10) comprises a hull (10-1), a propeller device (10A 1) and a hoisting device (10A 2); the propeller device (10A 1) and the hoisting device (10A 2) are both arranged on the ship body (10-1), and the hoisting device (10A 2) is used for hanging the frame (5A-1) on the ship body (10-1);
the structure (3) is initially floated and transported in place on the water surface or in the water through a propeller device (10A 1), and then the frame (5A-1) is initially sunk in place through a winding device (10A 2); the horizontal position of the structure (3) is adjusted through the underwater screw propeller (5A-2), and then the frame (5A-1) is supported on the water bottom through the underwater lifting support (5A-3), so that the adjustment of the horizontal and height positions of the structure (3) is realized, and the accurate positioning of the structure (3) is ensured;
after the deep water building (1A) is constructed, the structure (3) is separated from the frame (5A-1) through the locking device (5A-4), and the frame (5A-1) is reset to the ship body (10-1) through the hoisting device (10A 2).
8. The underwater building with the inverted pile and the construction method thereof according to claim 7, wherein the construction device (5) comprises a shallow water construction device (52), the shallow water construction device (52) comprises a water surface platform (11), and the water surface platform (11) comprises a platform body (11-1), a platform propeller (11 A1), a platform winch (11 A2) and a platform lifting support (11 A3); the platform propeller (11A 1), the platform winch (11A 2) and the platform lifting support (11A 3) are all arranged on the platform body (11-1), the vertical surface of the platform body (11-1) is in an inverted U shape, and the top view is in an I shape;
the platform winch (11A 2) hangs the structure (3) on the platform body (11-1), the structure (3) floats to a set position in the horizontal direction through the platform propeller (11A 1), and then the structure (3) is sunk to the set position through the platform winch (11A 2);
the platform lifting support (11A 3) is positioned at four corners of the top view I-shaped platform body (11-1), the platform body (11-1) is supported at the water bottom through the platform lifting support (11A 3), the adjustment of the horizontal and height positions of the structure (3) is realized, and the water bottom positioning of the structure (3) is completed.
9. The underwater building with the inverted pile and the construction method thereof according to claim 4, wherein the structure (3) comprises a chamber body (3B) and an in-out cylinder (3C) for personnel to enter and exit, the pile chamber (3A) is a component part of the chamber body (3B), the in-out cylinder (3C) comprises a transition cylinder (3C 1), an inner cover (3C 2) and an outer cover (3C 3), the transition cylinder (3C 1) is arranged between the inner cover (3C 2) and the outer cover (3C 3), and the inner cover (3C 2) is arranged between the chamber body (3B) and the in-out cylinder (3C); the operator enters the anhydrous chamber body (3B) through the access cylinder (3C) and completes the connection of the piles (4) and the structures (3) in the pile chamber (3A).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310659445.XA CN116770895A (en) | 2023-06-03 | 2023-06-03 | Underwater building with inverted pile and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310659445.XA CN116770895A (en) | 2023-06-03 | 2023-06-03 | Underwater building with inverted pile and construction method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN116770895A true CN116770895A (en) | 2023-09-19 |
Family
ID=87990638
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202310659445.XA Pending CN116770895A (en) | 2023-06-03 | 2023-06-03 | Underwater building with inverted pile and construction method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN116770895A (en) |
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2023
- 2023-06-03 CN CN202310659445.XA patent/CN116770895A/en active Pending
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