CN111519663A - Mounting tool and mounting method for extra-large immersed tube tunnel pipe joint - Google Patents
Mounting tool and mounting method for extra-large immersed tube tunnel pipe joint Download PDFInfo
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- CN111519663A CN111519663A CN202010440310.0A CN202010440310A CN111519663A CN 111519663 A CN111519663 A CN 111519663A CN 202010440310 A CN202010440310 A CN 202010440310A CN 111519663 A CN111519663 A CN 111519663A
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- pipe joint
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- 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
- E02D29/063—Tunnels submerged into, or built in, open water
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D23/00—Caissons; Construction or placing of caissons
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D23/00—Caissons; Construction or placing of caissons
- E02D23/02—Caissons able to be floated on water and to be lowered into water in situ
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D23/00—Caissons; Construction or placing of caissons
- E02D23/08—Lowering or sinking caissons
-
- 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
- E02D29/063—Tunnels submerged into, or built in, open water
- E02D29/073—Tunnels or shuttering therefor assembled from sections individually sunk onto, or laid on, the water-bed, e.g. in a preformed trench
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- Life Sciences & Earth Sciences (AREA)
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- Mining & Mineral Resources (AREA)
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- General Engineering & Computer Science (AREA)
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- Environmental & Geological Engineering (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
The invention relates to the technical field of traffic buildings, in particular to an installation tool and an installation method of an oversize immersed tunnel pipe joint, wherein the tunnel pipe joint is arranged in a double-chamber long strip type structure, the length of the tunnel pipe joint reaches about 180 meters, the tunnel pipe joint is temporarily divided into two chambers with equal length in the length direction before going out of dock, two ends of the two chambers are sealed, a floating and sinking control device is arranged on the tunnel pipe joint and used for controlling the orderly sinking of the tunnel pipe joint, and a plane control device is arranged around the tunnel pipe joint and used for controlling the plane position of the tunnel pipe joint. The tunnel pipe joint is of a double-chamber long strip structure, can float on the water surface after ports at two ends of the tunnel pipe joint are sealed, and gradually sinks by adding water into the tunnel pipe joint during installation, so that the orderly sinking of the tunnel pipe joint is controlled conveniently, a floating and sinking control device is arranged on the tunnel pipe joint, and a plane control device is arranged around the tunnel pipe joint for controlling the plane position of the tunnel pipe joint conveniently.
Description
Technical Field
The invention relates to the technical field of traffic buildings, in particular to an installation tool and an installation method for an extra-large immersed tunnel pipe joint.
Background
With the development of construction technology, large immersed tube tunnel projects at the bottom of sea and lake have large development holes, immersed tube tunnel pipe joints used in the Hongzhu Australian bridge project in China have the length of about 180 meters, and the weight of the immersed tube tunnel pipe joints exceeds 7 ten thousand tons.
Disclosure of Invention
The invention provides an installation tool and an installation method of an oversize immersed tube tunnel pipe joint, wherein ports at two ends of the tunnel pipe joint are sealed and can float on the water surface, the tunnel pipe joint is gradually sunk by adding water during installation, a floating and sinking control device is arranged on the tunnel pipe joint, a plane control device is arranged around the tunnel pipe joint for controlling the plane position of the tunnel pipe joint, and a sinking control support not only transfers the installation control of the pipe joint from underwater to water, so that the control precision is improved.
In order to achieve the purpose, the technical scheme applied by the invention is as follows:
the utility model provides an installation tool of super-huge immersed tube tunnel coupling, includes a tunnel coupling, and the tunnel coupling is the hollow rectangular structure setting of two rooms, separates into two isometric cabins with the tunnel coupling in length direction before the installation to seal the end, a float and sink controlling means, float and sink controlling means locates on the tunnel coupling, is used for controlling the orderly sinking of tunnel coupling, a plane controlling means, and plane controlling means locates around the tunnel coupling, is used for controlling the plane position of tunnel coupling.
According to the scheme, the floating and sinking control device comprises a floating and sinking control support and a positioning sucker, and the floating and sinking control support is adsorbed on the top panel wall of the tunnel pipe joint through the positioning sucker.
According to the scheme, the sinking control support comprises a main column and a cross rod, the main column is communicated with the inner space of the cross rod, a water inlet hole and an air hole are formed in the main column, and the air hole is communicated with a valve through an air pipe to form an air compressor.
According to the scheme, the water inlet hole is formed in the bottom of the main column, and the air hole is formed in the upper portion of the main column.
According to the scheme, the positioning sucker is communicated with the valve through the exhaust pipe to form a vacuum pumping device.
According to the scheme, the plane control device comprises a positioning column and a position control steel cable, one end of the position control steel cable is fixed on the positioning column, and the other end of the position control steel cable is fixed on the tunnel pipe section.
According to the scheme, a directional pulley hoop is hung on the positioning column, a directional pulley is welded on the directional pulley hoop, a hoisting device is fixed on the positioning column, a steering pulley is arranged on the hoisting device, one end of the directional pulley is fixed on the positioning column, and the other end of the position control steel cable is wound on the directional pulley and then wound on the steering pulley.
According to the scheme, the first lifting lug is welded to the top of the positioning column, the second lifting lug is welded to the outer side wall of the directional pulley hoop, and the first lifting lug and the second lifting lug are connected through the lifting rope.
A method for installing an oversize immersed tube tunnel pipe joint comprises the following steps:
step 1), driving four positioning piles at two ends of a planned installation tunnel pipe joint position by using a hydraulic piling device, respectively, and enabling the positioning piles to be about 150m away from the two ends of the tunnel pipe joint and to form a position with an included angle of 45 degrees with the axis of the tunnel pipe joint, hooping a directional pulley under the action of three lifting ropes to be hung outside the positioning piles, not falling off, then installing a hoisting device at the top of the positioning piles, installing a steering pulley, after a position control steel cable on the hoisting device passes around the steering pulley at the top of the positioning pile, penetrating through the positioning pulley fixed on the directional pulley hoop, and connecting the end parts of the position control steel cable by using a floating belt cable so as to carry out timely fishing;
step 2), after the tunnel pipe joint is sealed in the prefabricated dry dock, injecting water into the dry dock and dragging the tunnel pipe joint to an installation area by using a tug, connecting position control steel cables to four corners of the tunnel pipe joint, installing the processed sink control supports on four positions close to vertex angles of the top surface of the tunnel pipe joint under the cooperation of a floating crane, and vacuumizing a positioning sucker below each position control support in time after each position control support is installed so that the position control supports are adsorbed on the top surface of the tunnel pipe joint, wherein a satellite positioning system is fixed on each position control support;
step 3), accurately positioning the tunnel pipe sections on a plane through a hoisting device, then uniformly injecting water into the tunnel pipe sections to enable the tunnel pipe sections to uniformly sink in a control state, determining whether the positions of the tunnel pipe sections are correct or not according to data of a satellite positioning system on a position control support in the sinking process, and adjusting the positions in time through the hoisting device, wherein an air pipe on the position control support is in a closed state in the sinking process;
step 4), before the tunnel pipe joint reaches the accurate installation position, the plane position of the tunnel pipe joint should be moved about 100mm towards the installation direction, when the tunnel pipe joint is installed at a distance of about 200mm from the installation height, the position of the tunnel pipe joint is adjusted by using a hoisting device to accurately position the tunnel pipe joint, the tunnel pipe joints are installed by injecting water into the tunnel pipe joints in a balanced manner, a certain amount of water is injected into the position control bracket after the installation is finished, the water quantity is determined by calculation, so that the gravity of the position control bracket added with water is equal to the buoyancy in the state, then the exhaust pipe and the valve of the positioning sucker are opened, pressure water is injected into the positioning sucker through the exhaust pipe, the suction force of the positioning sucker is relieved, then, air is injected into the controlled sinking support by an air compressor to enable the controlled sinking support to float to a certain height and to be fixed beside a hoisting ship for later use, and the connection between the position-controlled steel cable and the tunnel pipe joint is released by a diver.
The invention has the beneficial effects that:
the invention adopts the structure arrangement, the tunnel pipe joint can float on the water surface after the ports at the two ends of the tunnel pipe joint are closed, the tunnel pipe joint is gradually sunk by adding water into the tunnel pipe joint during installation, a floating and sinking control device is arranged on the tunnel pipe joint for facilitating the control of the orderly sinking of the tunnel pipe joint, a plane control device is arranged around the tunnel pipe joint for facilitating the control of the plane position of the tunnel pipe joint, and the sinking control support not only transfers the installation control of the pipe joint from underwater to water, thereby improving the control precision, but also has simple and reliable operation, controls the position of the tunnel pipe joint by the positioning pile in a turnover mode, and has low cost, simple and convenient operation and high efficiency.
Drawings
FIG. 1 is a top view of the tunnel pipe section and the plane control device of the present invention assembled together;
FIG. 2 is an enlarged view of the location A in FIG. 1;
FIG. 3 is a plan view of the tunnel pipe section and the floating and sinking control device of the present invention;
FIG. 4 is a side view of FIG. 3;
FIG. 5 is a schematic view of a spud according to the present invention;
FIG. 6 is an enlarged view of the position B in FIG. 5;
fig. 7 is an enlarged view of the position C in fig. 5.
1. A tunnel pipe section; 2. positioning the pile; 3. a controlled sinking bracket; 31. a main column; 32. a cross bar; 4. positioning a sucker; 5. orienting the pulley band; 6. a directional pulley; 7. a first lifting lug; 70. a second lifting lug; 8. a position control steel cable; 9. a hoisting device; 90. a diverting pulley; 10. an exhaust pipe; 11. an air tube; 12. a lifting rope.
Detailed Description
The technical solution of the present invention is described below with reference to the accompanying drawings and examples.
As shown in fig. 1 to 7, the installation tool for an extra large immersed tube tunnel pipe joint of the present invention includes a tunnel pipe joint 1, the tunnel pipe joint 1 is a double-chamber hollow strip structure, the tunnel pipe joint 1 is divided into two chambers with equal length in the length direction before installation, and the end is sealed, a float and sink control device, the float and sink control device is arranged on the tunnel pipe joint 1 for controlling the orderly sinking of the tunnel pipe joint 1, and a plane control device, the plane control device is arranged around the tunnel pipe joint 1 for controlling the plane position of the tunnel pipe joint 1. Adopt such structure setting, after the port at tunnel tube coupling 1 both ends is sealed, floatable on the surface of water, make it sink gradually through adding water to tunnel tube coupling 1 inside during the installation, be convenient for control tunnel tube coupling 1 sink in order, be equipped with the float and sink controlling means on tunnel tube coupling 1, be convenient for control tunnel tube coupling 1's plane position, be equipped with the plane controlling means around tunnel tube coupling 1.
In practical application, the tunnel pipe joint 1 is formed by pouring reinforced concrete weighing tens of thousands of tons.
In this embodiment, the floating and sinking control device comprises a controlled sinking support 3 and a positioning sucker 4, wherein the controlled sinking support 3 is adsorbed on the top panel wall of the tunnel pipe joint 1 through the positioning sucker 4. By adopting the structure, the positioning sucker 4 is adsorbed on the top panel wall of the tunnel pipe joint 1 in a vacuumizing mode.
In this embodiment, the controlled sinking support 3 comprises a main column 31 and a cross rod 32, the main column 31 is communicated with the inner space of the cross rod 32, the main column 31 is provided with a water inlet hole and an air hole, and the air hole is communicated with a valve through an air pipe 11 to form an air compressor.
It should be noted that the height of the sinking control support 3 is to ensure that the top of the sinking control support 3 is higher than the water surface by more than 1m when the tunnel pipe joint 1 is installed in place.
In practical application, the controlled sinking bracket 3 is a three-leg three-column bracket and is formed by welding large-sized steel pipes.
In this embodiment, the water inlet is disposed at the bottom of the main column 31, and the air outlet is disposed at the upper portion of the main column 31.
In the present embodiment, the positioning suction cup 4 is communicated with the valve through the exhaust pipe 10 by a vacuum pumping device. By adopting the structure, the positioning sucker 4 is adsorbed on the top panel wall of the tunnel pipe joint 1 by vacuumizing through vacuum pumping equipment.
In this embodiment, the plane control device includes a positioning column 2 and a position control cable 8, one end of the position control cable 8 is fixed on the positioning column 2, and the other end of the position control cable 8 is fixed on the tunnel pipe section 1. By adopting the structure, the plane position of the tunnel pipe section 1 is controlled through the positioning column 2 and the position control steel cable 8.
In practical application, four positioning columns 2 are arranged and are respectively arranged at the peripheral positions of four corners corresponding to the tunnel pipe joint 1.
In practical application, the positioning column 2 is formed by processing steel plates and is sunk into a mud layer on the seabed through piling equipment.
In this embodiment, a directional pulley hoop 5 is suspended on the positioning column 2, a directional pulley 6 is welded on the directional pulley hoop 5, a hoisting device 9 is fixed on the positioning column 2, a steering pulley 90 is arranged on the hoisting device 9, one end of the directional pulley 6 is fixed on the positioning column 2, and the other end of the position-control steel cable 8 is wound on the directional pulley 6 and then wound on the steering pulley 90. With such a structural arrangement, the plane position of the tunnel pipe section 1 is controlled by the traction drive position control steel cable 8 of the hoisting device 9.
In this embodiment, a first lifting lug 7 is welded on the top of the positioning column 2, a second lifting lug 70 is welded on the outer side wall of the directional pulley hoop 5, and the first lifting lug 7 and the second lifting lug 70 are connected through a lifting rope 12. With the adoption of the structure, the position of the limiting and orienting pulley hoop 5 on the positioning column 2 can be realized through the lifting rope 12 between the first lifting lug 7 and the second lifting lug 70.
In practical application, the directional pulley hoop 5 is hung at the position of the positioning column 2 close to the mud surface.
In practical application, the directional pulley hoop 5 is formed by rolling and welding steel plates, and the inner diameter of the directional pulley hoop 5 is 20-30mm larger than the outer diameter of the positioning column 2.
In practical application, there are three lifting lugs 7 on the outer side wall of the directional pulley hoop 5, and the interval between two adjacent lifting lugs 7 is 120 degrees.
A method for installing an oversize immersed tube tunnel pipe joint comprises the following steps:
step 1), driving four positioning piles 2 at two ends of a planned installation tunnel pipe joint 1 respectively by using a hydraulic pile driving device, hanging a directional pulley hoop 5 outside the positioning piles 2 under the action of three lifting ropes 12 at a position which is about 150m away from the two ends of the tunnel pipe joint 1 and forms an included angle of 45 degrees with the axis of the tunnel pipe joint 1, then installing a hoisting device 9 at the top of the positioning piles 2, installing a steering pulley 90, after a position control steel cable 8 on the hoisting device 9 bypasses the steering pulley 90 at the top of the positioning pile 2, penetrating through a positioning pulley 6 fixed on the directional pulley hoop 5, and connecting the end part of the position control steel cable 8 by using a floating belt cable so as to be timely salvaged in the later process;
step 2), after the tunnel pipe joint 1 is subjected to sealing treatment in a prefabricated dry dock, injecting water into the dry dock, dragging the tunnel pipe joint 1 to an installation area by using a tug, connecting position control steel cables 8 to four corners of the tunnel pipe joint 1, installing processed sink control supports 3 on four positions close to vertex angles of the top surface of the tunnel pipe joint 1 under the cooperation of a floating crane, vacuumizing positioning suckers 4 below the position control supports 3 in time after each position control support 3 is installed, enabling the position control supports 3 to be adsorbed on the top surface of the tunnel pipe joint 1, and fixing a satellite positioning system on each position control support 3;
step 3), accurately positioning the tunnel pipe joint 1 on a plane through the hoisting equipment 9, then uniformly injecting water into the tunnel pipe joint 1 to enable the tunnel pipe joint 1 to sink in a balanced manner under a control state, determining whether the position of the tunnel pipe joint 1 is correct or not according to data of a satellite positioning system on the position control support 3 in the sinking process, and adjusting the position of the tunnel pipe joint 1 in time through the hoisting equipment 9, wherein an air pipe 11 on the position control support 3 is in a closed state in the sinking process;
step 4), before the tunnel pipe joint 1 reaches the accurate installation position, the plane position of the tunnel pipe joint 1 should be moved about 100mm towards the installation direction, when the tunnel pipe joint is installed at a distance of about 200mm from the installation height, the position of the tunnel pipe joint 1 is adjusted by the hoisting device 9 to be accurately positioned, the tunnel pipe joint 1 is installed by injecting water into the tunnel pipe joint 1 in a balanced manner, a certain amount of water is injected into the position control bracket 3 after the installation is finished, the water quantity is determined by calculation, so that the gravity of the position control bracket 3 added with water is equal to the buoyancy in the state, then the exhaust pipe 10 and the valve of the positioning suction cup 4 are opened, and the pressure water is injected into the positioning suction cup 4 through the exhaust pipe 10 to release the suction force of the positioning suction cup 4, then, air is injected into the controlled sinking support 3 by an air compressor to float to a certain height, the controlled sinking support is fixed beside a hoisting ship for standby, and the connection between the position control steel cable 8 and the tunnel pipe joint 1 is released by a diver.
While the embodiments of the present invention have been described, the present invention is not limited to the above-mentioned embodiments, which are only illustrative and not restrictive, and those skilled in the art can make various modifications without departing from the spirit and scope of the present invention as defined by the appended claims.
Claims (9)
1. An installation tool for a super-huge type immersed tunnel pipe joint is characterized by comprising
A tunnel pipe joint (1), the tunnel pipe joint (1) is arranged in a double-chamber hollow strip structure, the tunnel pipe joint (1) is divided into two chambers with equal length in the length direction before installation and the ends are sealed,
a floating and sinking control device which is arranged on the tunnel pipe joint (1) and is used for controlling the orderly sinking of the tunnel pipe joint (1),
and the plane control device is arranged on the periphery of the tunnel pipe joint (1) and is used for controlling the plane position of the tunnel pipe joint (1).
2. The mounting tool for the extra-large immersed tube tunnel pipe joint according to claim 1, wherein: the floating and sinking control device comprises a controlled sinking support (3) and a positioning sucker (4), wherein the controlled sinking support (3) is adsorbed on the top panel wall of the tunnel pipe joint (1) through the positioning sucker (4).
3. The mounting tool for the extra-large immersed tube tunnel pipe joint according to claim 1, wherein: accuse is sunk support (3) and is included king post (31) and horizontal pole (32), king post (31) and horizontal pole (32) inner space intercommunication set up, be equipped with inlet opening and gas pocket on king post (31), the gas pocket has the air compressor machine through trachea (11) and valve intercommunication.
4. The mounting tool for the extra-large immersed tube tunnel pipe joint according to claim 3, wherein: the water inlet hole is formed in the bottom of the main column (31), and the air hole is formed in the upper portion of the main column (31).
5. The mounting tool for the extra-large immersed tube tunnel pipe joint according to claim 2, wherein: the positioning sucker (4) is communicated with a valve through an exhaust pipe (10) to form a vacuum pumping device.
6. The mounting tool for the extra-large immersed tube tunnel pipe joint according to claim 1, wherein: the plane control device comprises a positioning column (2) and a position control steel cable (8), one end of the position control steel cable (8) is fixed on the positioning column (2), and the other end of the position control steel cable (8) is fixed on the tunnel pipe joint (1).
7. The mounting tool for the extra-large immersed tube tunnel pipe joint according to claim 6, wherein: directional pulley hoop (5) is hung on the positioning column (2), a directional pulley (6) is welded on the directional pulley hoop (5), a hoisting device (9) is fixed on the positioning column (2), a steering pulley (90) is arranged on the hoisting device (9), one end of the directional pulley (6) is fixed on the positioning column (2), and the other end of the position control steel cable (8) is wound on the directional pulley (6) and then wound on the steering pulley (90).
8. The mounting tool for the extra-large immersed tube tunnel pipe joint according to claim 7, wherein: the top of the positioning column (2) is welded with a first lifting lug (7), the outer side wall of the directional pulley hoop (5) is welded with a second lifting lug (70), and the first lifting lug (7) is connected with the second lifting lug (70) through a lifting rope (12).
9. The method for installing the extra-large immersed tunnel pipe joint according to any one of claims 1 to 8, wherein the method comprises the following steps:
step 1), driving four positioning piles (2) at two ends of a planned installation tunnel pipe joint (1) respectively by using a hydraulic pile driving device, enabling the positioning piles to be about 150m away from the two ends of the tunnel pipe joint (1), enabling the positioning piles to be at 45-degree included angles with the axis of the tunnel pipe joint (1), hanging a directional pulley hoop (5) outside the positioning piles (2) under the action of three lifting ropes (12), then installing a hoisting device (9) at the top of the positioning piles (2), installing a steering pulley (90), enabling a position control steel cable (8) on the hoisting device (9) to pass through the steering pulley (90) at the top of the positioning piles (2) and pass through a positioning pulley (6) fixed on the directional pulley hoop (5), and connecting the end parts of the position control steel cable (8) by using a floating belt cable so as to facilitate later-order salvage;
step 2), after the tunnel pipe joint (1) is subjected to sealing treatment in a prefabricated dry dock, injecting water into the dry dock, dragging and carrying the tunnel pipe joint (1) to an installation area by using a tug, connecting position control steel cables (8) to four corners of the tunnel pipe joint (1), installing processed sink control supports (3) on four positions, close to vertex angles, of the top surface of the tunnel pipe joint (1) in cooperation with a floating crane, and vacuumizing positioning suckers (4) below the position control supports (3) in time after each position control support (3) is installed, so that the position control supports (3) are adsorbed on the top surface of the tunnel pipe joint (1), and a satellite positioning system is fixed on each position control support (3);
step 3), accurately positioning the tunnel pipe joints (1) on a plane through the hoisting equipment (9), then uniformly injecting water into the tunnel pipe joints (1) to enable the tunnel pipe joints (1) to uniformly sink in a control state, determining whether the positions of the tunnel pipe joints (1) are correct or not according to data of a satellite positioning system on the position control support (3) in the sinking process, and adjusting the positions in time through the hoisting equipment (9), wherein air pipes (11) on the position control support (3) are in a closed state in the sinking process;
step 4), before the tunnel pipe joint (1) reaches the accurate installation position, the plane position of the tunnel pipe joint (1) is moved to the installation direction by about 100mm, when the tunnel pipe joint is installed to the position which is about 200mm away from the installation height, the position of the tunnel pipe joint (1) is adjusted by a hoisting device (9) to be accurately positioned, the tunnel pipe joint (1) is installed by evenly injecting water into the tunnel pipe joint (1), a certain amount of water is injected into a position control support (3) after the installation is completed, the water quantity is determined by calculation, the position control support (3) with the water is just equivalent to the buoyancy under the state, then an exhaust pipe (10) and a valve of a positioning sucker (4) are opened, pressure water is injected into the positioning sucker (4) through the exhaust pipe (10), the suction force of the positioning sucker (4) is relieved, and then air is injected into the position control sucker (3) by an air compressor, the lifting device floats to a certain height and is fixed beside a lifting ship for standby, and the connection between the position control steel cable (8) and the tunnel pipe joint (1) is released by a diver.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010440310.0A CN111519663A (en) | 2020-05-22 | 2020-05-22 | Mounting tool and mounting method for extra-large immersed tube tunnel pipe joint |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010440310.0A CN111519663A (en) | 2020-05-22 | 2020-05-22 | Mounting tool and mounting method for extra-large immersed tube tunnel pipe joint |
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| Publication Number | Publication Date |
|---|---|
| CN111519663A true CN111519663A (en) | 2020-08-11 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010440310.0A Pending CN111519663A (en) | 2020-05-22 | 2020-05-22 | Mounting tool and mounting method for extra-large immersed tube tunnel pipe joint |
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| CN (1) | CN111519663A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112726671A (en) * | 2020-12-16 | 2021-04-30 | 中交公路规划设计院有限公司 | Tunnel push-out type joint deviation correcting system and construction method |
| CN114960756A (en) * | 2021-02-26 | 2022-08-30 | 宝山钢铁股份有限公司 | Underwater net-hanging masking type tunnel and construction method thereof |
| CN115855029A (en) * | 2023-02-27 | 2023-03-28 | 中交第一航务工程局有限公司 | Pipe section sinking coarse positioning system and method based on sling of immersed pipe transporting integrated ship |
| CN116336981A (en) * | 2023-01-29 | 2023-06-27 | 深圳大学 | Underwater coarse positioning method and system for immersed tube joint |
| CN117306598A (en) * | 2023-11-30 | 2023-12-29 | 中交第一航务工程局有限公司 | Method for floating immersed tube in dry dock |
-
2020
- 2020-05-22 CN CN202010440310.0A patent/CN111519663A/en active Pending
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112726671A (en) * | 2020-12-16 | 2021-04-30 | 中交公路规划设计院有限公司 | Tunnel push-out type joint deviation correcting system and construction method |
| CN114960756A (en) * | 2021-02-26 | 2022-08-30 | 宝山钢铁股份有限公司 | Underwater net-hanging masking type tunnel and construction method thereof |
| CN114960756B (en) * | 2021-02-26 | 2024-01-09 | 宝山钢铁股份有限公司 | Underwater net-hanging masking type tunnel and construction method thereof |
| CN116336981A (en) * | 2023-01-29 | 2023-06-27 | 深圳大学 | Underwater coarse positioning method and system for immersed tube joint |
| CN116336981B (en) * | 2023-01-29 | 2024-01-16 | 深圳大学 | Underwater coarse positioning method and system for immersed tube joint |
| CN115855029A (en) * | 2023-02-27 | 2023-03-28 | 中交第一航务工程局有限公司 | Pipe section sinking coarse positioning system and method based on sling of immersed pipe transporting integrated ship |
| CN115855029B (en) * | 2023-02-27 | 2023-04-28 | 中交第一航务工程局有限公司 | Pipe joint sinking coarse positioning system and method based on sinking pipe transportation and installation integrated ship sling |
| CN117306598A (en) * | 2023-11-30 | 2023-12-29 | 中交第一航务工程局有限公司 | Method for floating immersed tube in dry dock |
| CN117306598B (en) * | 2023-11-30 | 2024-02-13 | 中交第一航务工程局有限公司 | Method for floating immersed tube in dry dock |
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