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96results about "Hull frames" patented technology

Jacket frame floating structures with buoyancy capsules

Jacket frame floating structures comprise one or more elongate vertical support columns formed of an open cross-braced jacket formwork of tubular members interconnected together and at least one cylindrical buoyancy capsule disposed in the open framework near an upper end and at least one cylindrical second buoyancy capsule near a lower end in vertically spaced relation. The buoyancy capsule(s) may be a single, or a plurality of upper and lower capsules bundled in circumferentially spaced relation with a central opening therethrough. Alternatively, a keel tank may replace the lower capsule. The buoyancy of the upper buoyancy capsule(s) is adjustably tuned to provide a buoyant force and a sufficient water plane area and moment of inertia required for stability of the floating structure, and the water mass and weight of the lower buoyancy capsule(s) or keel tank(s) is adjustably tuned to raise or lower the center of gravity of the entire mass of the floating structure with respect to its center of buoyancy according to ballast and variable or fixed loads including deck payloads to stabilize the structure. Alternatively, a keel tank may replace the lower capsule. The buoyancy of the upper buoyancy capsule(s) is adjustably tuned to provide a buoyant force and a sufficient water plane area and moment of inertia required for stability of the floating structure, and the water mass and weight of the lower buoyancy capsule(s) or keel tanks(s) is adjustably tuned to raise or lower the center of gravity of the entire mass of the floating structure with respect to its center of buoyancy according to ballast and variable or fixed loads including deck payloads, to stabilize the structure, and to compensate for different operational, environmental, survival and installation stages of the structure. The length of the upper buoyancy capsule(s) is sufficient so as to be partially submerged and allow oscillation of the trough and crest of waves within its top and bottom ends.
Owner:SRINIVASAN NAGAN

Anti-impact protection structure for box type beams of hull

The invention aims at providing an anti-impact protection structure for box type beams of a hull. The anti-impact protection structure comprises box type beams, an upper deck, a lower deck and ship planking, wherein the box type beams are respectively arranged on the upper deck, the lower deck and the ship planking; the section of each box type beam is of a quadrilateral structure formed by an inner plate of the box type beam, an outer plant of the box type beam and two box type beam supporting plates, wherein the inner plate of the box type beam and the outer plate of the box type beam are opposite sides and the lengths of the opposite sides are a; the two box type beam supporting plates are opposite sides and the lengths of the opposite sides are b; the two box type beam supporting plates are respectively provided with connecting plates for connecting the upper deck, the lower deck and the ship planking; and the upper deck, the lower deck and the ship planking are made of composite materials. The anti-impact protection structure has the advantages of good intensity characteristic, good explosion-proof performance and high residual intensity, and is beneficial for reducing the weight of the hull, protecting important pipelines and cables, and improving construction speed, quality control and maintenance.
Owner:HARBIN ENG UNIV

Structural strong frame, design method thereof and ship

The invention relates to the technical field of ship construction, and discloses a structural strong frame, a design method thereof and a ship. The structural reinforced frame comprises a web plate, an end part and a stiffener, and the web plate has the minimum height value corresponding to the web plate in the HCSR specification. The two ends of the web plate are connected with end parts with inclined surfaces, and the length of each end part is 1.5 times of the minimum height value of the web plate. A stiffener is continuously welded on the web plate, and the distance between the stiffener and the bottom of the web plate is smaller than that between the stiffener and the top of the web plate. The design method of the structural strong frame comprises the following steps: calculating a minimum height value H of a web plate of the structural strong frame according to an HCSR specification and setting the length of the end part of the structural strong frameto be 1.5 H; and welding a continuous stiffener to the web, wherein the distance between the stiffener and the bottom of the web is smaller than that between the stiffener and the top of the web. The ship comprises the structural strong frame. According to the design method of the structural strong frame, the overall structure of the structural strong frame is simplified, and the construction efficiency of the structural strong frame is improved.
Owner:GUANGZHOU SHIPYARD INTERNATIONAL LTD

Large spacing deck web crossbeam and groove-type longitudinal bulkhead connecting structure

The invention discloses a large spacing deck web crossbeam and groove-type longitudinal bulkhead connecting structure. The large spacing deck web crossbeam and groove-type longitudinal bulkhead connecting structure comprises deck web crossbeams and groove-type bulkheads, wherein one deck web crossbeam is arranged between each two web frame spacing; each groove-type bulkhead comprises a right anglegroove and a bevel angle groove, a web of each right angle groove is aligned with a web of the corresponding deck web crossbeam, and the bevel angle grooves are located between the multiple deck webcrossbeams or between the deck web crossbeams and transverse bulkheads. According to the large spacing deck web crossbeam and a groove-type longitudinal bulkhead connecting structure, by arranging thelarge spacing deck web crossbeams, the number of the web crossbeams in a cabin is decreased, cabin washing shadows are reduced, the efficiency of a single tank washing machine is improved, and the investment cost is reduced; by arranging the groove-type bulkheads formed by combining the right angle grooves and the bevel angle grooves, the right angle groove webs are aligned with and welded to theweb crossbeam webs, effective connection between the web crossbeams and the groove-type longitudinal bulkheads is ensured, arranging of deck longitudinal pipe tunnels is avoided, the cabin capacity loss is reduced, and the structure weight is reduced.
Owner:708TH RES INST OF CSSC
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