135results about "Dry-docking" patented technology

An inflatable dock includes a docking platform with an inflation interface, a pair of arms, and an indentation positioned between the arms, a perimeter edge having a plurality of edge handles, a water-contacting surface opposing the docking platform and with the perimeter edge positioned between the docking platform and the water-contacting surface, an integrated ramp system positioned within the indentation and including a ramp structure with a plurality of ramp steps with at least two of the steps being weighted, and a plurality of attached metallic rings.

The triangular crawler-type amphibious sand cleaning ship comprises a ship body and is characterized in that a sediment storage bin is arranged on the rear portion of the ship body, a two-section type rear door plate is arranged on the rear portion of the sediment storage bin, and the rear door plate is connected through a hinge to form an upper door plate and a lower door plate; the upper door plate can rotate backwards by a specific angle, serves as a silt storage bin rear door when closed, serves as a balancing weight to enhance operation stability during silt cleaning and excavating operation, and serves as a belt conveying mechanism supporting bottom plate when entering a dock to unload silt. A triangular crawler-type walking mechanism is arranged at the bottom of the ship body and comprises a crawler belt, a driving gear and three driven gears, and the angle of a main shaft connected with the driving gear is adjustable so as to adapt to different bank slope angles; the assorted dock adopts an amphibious structure, can be deployed on a dock close to the shore or a smooth shore in water, and is adapted to various scenes such as a reservoir hydro-fluctuation belt, a shoal, a bank slope and the like for operation.

A relocatable quay includes a deck that is relocatable in a body of water adjacent a stationary quay. The deck is positioned at the stationary quay to receive a floating unit. The relocatable quay also includes an elevator system positionable to raise and lower the deck to receive the floating unit from the stationary quay and to deploy the floating unit into the body of water.

A floating quay 202 includes a deck 204 relocatable in a body of water 122 adjacent a stationary quay 200 to receive one or more floating units 102. The deck includes a gradual slope from an elevation

The invention discloses a marine double-layer supporting wood structure and a production process thereof. The technical problem that in the limiting technology, double-layer supporting wood is poor in anti-shearing capacity is solved. The marine double-layer supporting wood structure comprises two supporting plates which are connected in a gluing mode; the connecting column is arranged between the two supporting plates; the connecting grooves are formed in the sides, close to each other, of the two supporting plates; the two ends of the connecting column are in tight insertion fit with the connecting grooves in the corresponding supporting plates respectively. The anti-shearing capacity of the double-layer supporting wood can be improved, and therefore the structural strength and the bearing capacity of the double-layer supporting wood are improved.

The invention discloses a novel floating dock traction system which comprises a track, and a ship moving trolley is arranged on the track. The ship moving trolley comprises a frame, and a motor, a follow-up gear, trolley wheels and a driving gear driven by the motor are arranged on the frame; the follow-up gear is arranged below the driving gear, and the driving gear is meshed with the follow-up gear; the trolley wheels are fixedly connected with the follow-up gear through a horizontal shaft; a first supporting component and a second supporting component are fixedly arranged on the frame, the first supporting component is connected with a vertical anti-overturning wheel, and the second supporting component is connected with a horizontal anti-overturning wheel; the track comprises a track panel and a track web fixedly arranged at the bottom of the track panel; the width of the track panel is greater than that of the track web; the trolley wheels are arranged above the track panel, and the vertical overturn-preventing wheels and the horizontal overturn-preventing wheels are arranged below the track panel. The traction device is compact in structure, high in traction efficiency, capable of saving cost and reducing deck area occupation and beneficial to cabin arrangement.

The utility model relates to the field of lifeboat renovation, in particular to a lifeboat shell supporting tool which comprises a frame, at least one set of keel supporting frames and at least two sets of shell supporting frames are arranged on the frame, and the keel supporting frames are located between the two sets of shell supporting frames. Gaskets are detachably arranged on the keel support frame and each group of shell support frames respectively; and a plurality of universal wheels are arranged at the bottom of the frame. Each group of keel support frames comprises two keel support frames, and the two keel support frames are respectively arranged on the frame in a bilateral symmetry manner; each set of shell supporting frames comprises two shell supporting frames, and the two shell supporting frames are arranged on the frame in a bilateral symmetry mode. According to the utility model, the working efficiency of lifeboat renovating is improved.

The utility model belongs to movable type support pier structure in the field of shipbuilding technology. The drive wheel (10) of first motor (9) of one side of support pier body (3) connects first track assembly (1), the drive wheel (10) of second motor (11) of the other side of support pier body (3) connects second track assembly (7), and the bottom of support pier body (1) is provided with lifting component (6), and the lifting rod (8) of bottom lifting component (6) is connected with the bottom of support pier body (3). The movable type support pier structure has simple structure, can satisfy reliable lifting support in the process of shipbuilding, can be automatically moved in short distance on site, saves manpower, saves time and is at ease, and improves shipbuilding efficiency.

This invention provides a mounting platform system and a method for moving mounting platforms that can reduce the weight of mounting platforms used in yards. [Solution] An installation platform system 100 on which an offshore structure 10 is installed includes a yard-type installation platform S1 on which the offshore structure 10 is installed and which is located in yard Y, and a shipboard-type installation platform on which the offshore structure 10 is installed and which is located on ship B, wherein the yard-type installation platform S1 is made of steel, and the offshore structure 10 includes a fixed-bottom foundation or a jacket-type structure that supports an offshore wind turbine.

The present application relates to the technical field of adjustable pad pier, in particular to a kind of adjustable pad pier for SMPT trolley final assembly jacking, when the rotating part is rotated by the second power source drive, and support rod is transferred to low position slot, first power source drive jacking part is raised, support rod pushes low position slot and makes support part rise to first height, when the rotating part is rotated by the second power source drive, and support rod is transferred to high position slot, first power source drive jacking part is raised, support rod pushes high position slot and makes support part rise to second height, and second height is greater than first height;Crossbar is drawn along two directions to tie ring-shaped rod, increase its stability, tie-in part supports ring rod part from front and back two directions, strengthen the overall stability and bearing capacity of support part, improve its strength without increasing the diameter of support rod, reduce the weight of adjustable pad pier, it is convenient to operate, also can prevent the situation that support rod is pressed broken occurs in jacking process.

A boat lift with at least one tank or tube configured to receive air and a bunk support frame coupled to the tube. A torque bar is supported by the bunk support frame and operable to rotate with respect to the frame. A pair of arms are mounted to opposite ends of the torque bar. The bunk support frame may define a channel accessible through first and second openings at ends of the frame with the torque bar extending through the channel. The arms may each include a first end mounted to the torque bar and an adjustable second end for mounting to the dock. A bunk assembly may mount a bunk to the bunk support frame. The bunk assembly including a pair of sections joined with a tab and slot on one side and fasteners on another side. A clamp assembly may mount a tank frame to the tank.

The application discloses a ship cabin total section onshore dock translation support integrated tool, comprising: a bottom support frame, the bottom support frame is installed on a hydraulic trolley, used for providing the bottom bearing foundation of the whole tool and adapting the hydraulic trolley to realize translation; in the application, each support frame is accurately adapted through a threaded hole and a bolt fastener when assembling, and then is locked through linkage of a bidirectional locking and anti-loosening mechanism, so that vibration loosening can be effectively avoided, thereby greatly guaranteeing connection stability and load transmission continuity; in addition, when the whole is assembled, the hierarchical design of the bottom support frame and each level support frame can maintain the stability of the ship cabin total section, and the detachable modular structure can adapt to different requirements, so that the device can freely combine different support frames according to needs, thereby meeting the requirements of different ship types and different heights, and finally greatly guaranteeing the safety and stability of operation, and greatly improving the adaptability and efficiency of the tool.

The application discloses a LNG ship gas dome deck construction method, which can effectively ensure the continuity of the large group on the large group jig, significantly reduce the large group jig cycle, and shorten the welding operation time, improve the welding efficiency, reduce the welding deformation and welding defects, improve the welding quality, reduce the repair rate of the deck stainless steel area, and greatly shorten the section construction cycle and the dock loading cycle.

The utility model relates to a side pier, and belongs to the technical field of ship engineering. The side pier comprises an inner side pier and an outer side pier, the four groups of inner side piers are arranged on two sides of the middle bottom of a to-be-rescued ship, and the two groups of outer side piers are arranged on two sides of the front and rear bottoms of the to-be-rescued ship. The two different side piers are designed according to the bearing requirements of the two sides of the bottom of the to-be-rescued ship (4), the two different side piers support the two sides of the bottom of the to-be-rescued ship (4) together, supporting is stable, and damage to the to-be-rescued ship (4) can be reduced to the maximum extent.

The application provides a water surface net cage rotating recovery method, steps comprising (1) after the net cage of the ship body and the guide rail of the net cage storage ring are connected, the belt driving device is started to make the buckle and the net cage are clamped; (2) the belt drives the buckle to pull the net cage from the second pulley to the first pulley, the net cage is completely slid into the corresponding position in the net cage storage ring, and the belt driving device stops working; (3) the lifting screw is lifted to drive the connecting rod and the belt driving device to rise, the first driving motor is started to make the driving wheel drive the driven wheel to rotate, the inner ring is made to slide along the inner side of the outer ring, and other net cages are rotated to the corresponding positions of the ship body; (4) the lifting screw is lowered to drive the connecting rod and the belt driving device to descend, the buckle and the net cage are clamped, and then the belt driving device drives the buckle to push the net cage to slide out of the net cage storage ring along the guide rail; the garbage net cage replacement efficiency can be effectively improved, and the operation is simple.

A floating fabrication arrangement for building of floating structures (15). It comprises floating unit (1-4) having a continuous deck, at least one crane (5, 6) attached to said floating unit (1-4) and a mooring arrangement capable of mooring the floating unit (1-4) in a floating state on a body of water. The floating unit (1-4) having ballast chambers capable of ballasting and de-ballasting the floating unit (1-4) between a first building position where the floating unit (1-4) floats with the deck above water in a substantially horizontal position and a second inclined launch position, in which a first part of the deck is submerged and a second part of the deck is above water. A method of building floating structures is also described.

The utility model provides a dock anti-seepage structure which comprises an inner-layer anti-seepage wall and an outer-layer anti-seepage wall which are built underground, a dock wall of a dock is built on the top of the inner-layer anti-seepage wall and the top of the outer-layer anti-seepage wall, an anti-seepage interlayer is formed between the inner-layer anti-seepage wall and the outer-layer anti-seepage wall, a plurality of drainage pipelines are installed in the anti-seepage interlayer, and the drainage pipelines are communicated with the inner-layer anti-seepage wall and the outer-layer anti-seepage wall. The end part of the drainage pipeline extends into the bottom of the anti-seepage interlayer; the drainage pipeline is connected with a water pump; the upper end of the anti-seepage interlayer is further connected with an exhaust pipe arranged in the dock wall. The inner-layer anti-seepage wall and the outer-layer anti-seepage wall are arranged in the anti-seepage interlayer, and a plurality of supporting steel plates which are vertically arranged and are used for supporting the inner-layer anti-seepage wall and the outer-layer anti-seepage wall are uniformly arranged in the anti-seepage interlayer. Water permeates from the top of the outer-layer anti-seepage wall and then flows into the anti-seepage interlayer between the inner-layer anti-seepage wall and the outer-layer anti-seepage wall, so that the water is prevented from directly permeating into the dock, the water permeating into the anti-seepage interlayer is pumped out through the drainage pipeline, and the anti-seepage performance of the dock is further improved.

This invention relates to a "U"-shaped construction method for segmented chimneys of large container ships. Based on the arrangement characteristics of the outfitting components within the segment, the construction base surface for each segment is determined. Then, the internal platform assembly, columns, left bulkhead assembly, and right bulkhead assembly are installed sequentially, followed by the installation of the top platform assembly, forming a "U"-shaped structural frame. At this stage, the outfitting components are pre-assembled layer by layer. After the pre-assembly is complete, the forward bulkhead assembly is installed, forming a complete chimney segment. This invention solves the problem of difficult installation of outfitting components in chimney segments, reduces on-site construction difficulty, improves outfitting integrity, and shortens the construction cycle of chimney segments. This method is suitable for the construction of large, structurally weak, and difficult-to-outfit chimney segments.

The application discloses a ship undocking control device and method based on digital twinning, equipment and medium, and belongs to the field of ship launching, towing out or entering a dry dock. The device comprises a digital twinning image construction module, which is used for acquiring a dock model and constructing a digital twinning image of the dock according to the dock model; a water level data acquisition module, which is used for acquiring water level data in the dock through a sensor during the process of water filling or water draining of the dock; and a dynamic digital twinning effect drawing generation module, which is used for combining the water level data into the digital twinning image to obtain a dynamic digital twinning effect drawing in the process of water filling or water draining and displaying the dynamic digital twinning effect drawing. According to the technical scheme, the dynamic digital twinning effect drawing can be made according to the real-time water level in the dock, the process of water filling or water draining of the dock can be observed in real time through the displayed dynamic digital twinning effect drawing, the process of water filling or water draining of the dock is more directly displayed, and the control efficiency of the ship entering or leaving the dock is improved.

A facility for manufacturing at least a floater of an offshore wind turbine platform includes a movable barge and a dry dock. The movable barge carries a robotic line configured to manufacture components of cylindrical compartments. The dry dock configured for assembly of the cylindrical compartments into the floater of the wind turbine platform. The dry dock can be either a floodable dry dock integrated to the movable barge or a floating dry dock module releasably connected to a main portion of the movable barge. The dry dock allows the floater to be completed before it is lowered into water and then transported to the deployment site of the offshore wind turbine platform using its own buoyancy.

The invention relates to the technical field of dock gate buoyancy tank leaning seats, in particular to a dock gate buoyancy tank leaning seat structure which comprises a leaning seat main body arranged at the front end of a dock main body, the leaning seat main body is fixedly arranged at the front end of the dock main body, and a buoyancy tank dock gate is arranged in the leaning seat main body. The bottom of the front end of the dock body is provided with a buffering mechanism for buffering descending and closing of the buoyancy tank dock gate conveniently, and the bottom of the front end of the dock body is provided with a clamping and fixing mechanism for assisting the leaning seat body in clamping and fixing the bottom of the buoyancy tank dock gate conveniently. According to the dock gate buoyancy tank leaning seat structure, the buffer seat is arranged in the buffer groove formed in the bottom of the front end of the dock body in a lifting mode, the hinge blocks are arranged at the bottom of the buffer seat, the supporting arms and the hinge sliding seats are supported on the limiting sliding rods in a sliding mode, and meanwhile the left hinge sliding seat and the right hinge sliding seat are supported through the fixing blocks, the damping rods and the springs; therefore, supporting and buffering treatment can be provided for the bottom of the descending buoyancy tank dock gate.

This application relates to anti-slip support panels for movable decks on PCTC vessels, falling within the field of shipbuilding and construction safety. The panels include vertically arranged channel steel with a locking assembly at its top end. The top end of the locking assembly extends from the top end of the channel steel and is positioned along the direction of panel movement. This application effectively prevents the safety risks arising from bow-stern slippage of movable deck sections on the support.

The invention relates to the technical field of ship equipment, in particular to a dock gate for air bag launching and a using method thereof.The dock gate comprises a dock gate body, first water stop rubber is fixed to the left end and the right end of the front side face of the dock gate body, and pressure bearing pads are fixed to the positions, located at the left end and the right end of the first water stop rubber, of the dock gate body; a placement groove is formed in the bottom of the dock gate body, and second water stop rubber is fixed in the placement groove; the front end of the first water stop rubber exceeds the pressure-bearing pad; the bottom of the second water stop rubber exceeds the placing groove; the placing groove is in a U shape, and the vertical groove tail end of the placing groove penetrates through the dock gate body. The vertical end of the second water stop rubber exceeds the dock gate body; and the lower end of the first water stop rubber exceeds the bottom of the dock gate body. The device can be used for an air bag launching slipway, is matched with a low dock sill and can resist typhoon attack.

Reconstructible heavy-duty support element (10) for monopiles (2) and ship hulls, at least comprising: - a geotextile container with a cover (11), - a filling of a compacted, fine-grained bulk material placed into the interior enclosed by the shell (11); - several horizontally installed, grid-shaped reinforcement elements (13, 13.1, ...,13.6) which are placed in the installed filling in several spaced-apart intermediate layers (14.1,...14.6) and which cover at least 90% of the cross-section enclosed by the shell.

The application provides a deck segment supporting device, which comprises a plurality of supporting components and a cover plate, the supporting components are used for supporting deck segments, the plurality of supporting components are arranged in a stacking manner in the height direction of the deck segment supporting device, the plurality of deck segments can be arranged in a row, the land use area is reduced, and space is saved, the cover plate is arranged on the top supporting component among the plurality of supporting components, and the cover plate is used for dustproofing the entire deck segment supporting device, the supporting component comprises a frame, a supporting element and a plurality of pressing components, the supporting element is arranged on the frame, the supporting element is provided with a groove which extends in the length direction of the supporting element and / or extends in the width direction of the supporting element, the deck segment is arranged on the supporting element, the groove can be kept before the deck segment, and the plurality of pressing components are arranged along the circumference of the frame and can level the circumferential corners of the deck segment, so that the plurality of deck segments can be better welded.

The application provides a bearing bracket suitable for normal placement of a thin plate segment and a design method thereof. The design method designs two types of general brackets corresponding to the structure interval according to the structure size of the thin plate segment and the total segment. The two types of brackets are calculated and analyzed by using a finite element calculation method, and the brackets meet the structural strength requirement. The finite element calculation and analysis of the normal placement scheme of the selected typical thin plate segment meet the accuracy construction requirement of the deformation of the segment and the bracket. The bracket structure is simple and reusable, has strong universality, can be suitable for the normal placement scheme of thin plate segments of various sizes, effectively controls the structural deformation of the thin plate segment, and provides favorable conditions for ship production and manufacturing transportation.

A sailboat support includes a keel support platform, a mechanical linkage assembly, and rotating support arms to proportionally distribute the weight of the sailboat between the keel and the hull. The support is designed so that the keel bears the majority of the load while the hull receives proportional support through a flexible cradle. The system is self-adjusting, thus reducing the need for manual adjustments and improving ease of use and safety.

Described herein are examples of buoyancy supplements. A buoyancy supplement may include a system including a front flotation portion including a front deck having a front surface, a rear flotation portion including a rear deck having a rear surface. One or both front and rear surfaces having an accessory attachment point, a through-hole substantially parallel to the front or rear surface, a mounting apparatus, a tie-down anchor, and a first and second runner each having a first end configured to attach to the front flotation portion and a second end configured to attach to the rear flotation portion. The front flotation portion and the rear flotation portion may be configured to attach to a float tube.