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    • 7. 发明专利
    • RESIDUAL STRESS ANALYZING APPARATUS
    • JPH11148875A
    • 1999-06-02
    • JP31484597
    • 1997-11-17
    • HITACHI LTD
    • YANAGIDA NOBUYOSHISAITO NAOTOSASAKI KOJI
    • G01L1/00G06F17/00G06F19/00
    • PROBLEM TO BE SOLVED: To estimate a stress distribution in the area other than a measurement point by simulating a residual stress measurement experiment by notching in the finite element method, using a ratio of an actually measured value of the residual stress and an analyzed value as a correction coefficient, and multiplying a residual stress distribution according to the finite element method by the coefficient. SOLUTION: A plurality of nodes of the same coordinate axis are generated on a notched plane, and a finite element is formed in a partial structure. After a boundary condition is designated so that each node behaves in the same manner, an analysis with a load and a compulsory shift applied is carried out, and an internal force distribution when the analysis is completed is stored. The boundary condition of each node is released, and then an analysis is carried out wherein an internal force when the analysis is completed is applied as a load. A residual stress by the finite element method is calculated with the use of a change of a strain at this time at a free strain measurement position as a free elastic strain. A ratio of an actually measured residual stress and the calculated residual stress is obtained as a correction coefficient, and a stress distribution value in the partial structure is multiplied by the correction coefficient and stored in an analysis result data file. Accordingly, not only an average residual stress of the area of interest, but a local residual stress can be obtained.
    • 8. 发明专利
    • VERTICAL SHAFT PUMP PROVIDED WITH DOUBLE SPIRAL CASING
    • JPH1113693A
    • 1999-01-19
    • JP16688497
    • 1997-06-24
    • HITACHI LTD
    • HATSUDA TOSHIOSAITO NAOTONAGASAWA SHIGENOBUYOSHIDA TAKESHI
    • F04D13/00F04D29/44
    • PROBLEM TO BE SOLVED: To reduce the thickness of a bulk head part by vertically arranging a projection part on a steel plate which is brought into contact with a bulk head of a steel made outer and inner side flow passage walls, and arranging a reinforced reinforcement or rib freely to separate, on a surface of the bulk head side made of a steel plate which is brought into contact with the bulk head. SOLUTION: A projection part 1 is vertically arranged on a steel plate of a bulk head part 9a side of a steel made inner and outer side flow passage walls 4, 5, and an overhanging part 1a is arranged on the tip end of the projection part 1, reinforcements 2a, 2b with hooks are welded on a surface of the steel made bulk head side of the bulk head part 9a side, and a reinforcement 42 is installed thereon. In the case where the outer and inner side flow passage walls 4, 5 are independently manufactured, the inner and outer side flow passage walls 4, 5 can be arranged so as to assemble the reinforcements 2a, 2b with each other by means of crane work, a position is held by a stay 3 until concrete is placed on the bulk head part 9a. It is thus possible to eliminate arrangement work, and it is also possible to shorten the width of the bulk head 9a.
    • 10. 发明专利
    • WELD JOINT
    • JPH09155542A
    • 1997-06-17
    • JP31630695
    • 1995-12-05
    • HITACHI LTD
    • MOCHIZUKI MASATOSAITO NAOTO
    • B23K31/00B23K9/095
    • PROBLEM TO BE SOLVED: To reduce welding deformation, in the multi-layer welding of a structural joint, by using such a filler material for the welding inside a joint on the initial layer side as the contraction deformation is smaller than that of a filler material used for the welding layer to be the surface of the joint. SOLUTION: The flange 1 and the web 2 of a Tee joint are welded by two sided welding after the edge preparation of both sides. The initial layer side is welded by using a filler material 3 whose contraction deformation at the time of welding is smaller than that of a filter material for the final layer such as carbon steel for example. After that, an ordinary filler material 4 is used equivalent to the base material until the final layer. The deformation generated on the initial layer side is larger than that on the final layer side; therefore, welding deformation can be reduced by using, for the welding on the initial layer side, the filler material 3 whose contraction deformation at the time of welding is smaller than that of the filler material for the final layer, though the filler material 4 is used equivalent to the base material for the final layer side.