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    • 5. 发明专利
    • JOINT STRUCTURE FOR UNDERWATER TUNNEL
    • JPH11336107A
    • 1999-12-07
    • JP14957498
    • 1998-05-29
    • TAISEI CORP
    • SHIRAISHI SHUNEIMORIMOTO HIROSHITAKAKU MASAKINAGASE SATORU
    • E02D29/07E21D11/04
    • PROBLEM TO BE SOLVED: To cope with large displacement and to maintain a high water stop property by inserting a buffer sealant and aseismatic water stop materials between opposite end faces of caissons, arranging connecting cables between adjacent caissons to introduce prestress and prevent the opening between the caissons. SOLUTION: Caissons 1a...1n are connected, and a prestress is introduced by tensile materials 2 for the connection. A joint protective board 4, a buffer sealant 5 and aseismatic water stop materials 6 are fitted between the end faces of the tail and top caissons 1, 1n and the caissons 1a...1b are connected by connecting cables 8 via an axial force transfer material 7. When an underwater tunnel is extruded, the axial force is applied to a joint 3 and transferred to the adjacent caisson 1n via the axial force transfer material 7. The contact with water and sediment is protected by the joint protective board 4 during the work. The underwater tunnel is multiplexly sealed by the joint protective board 4, buffer sealant 5 and water stop materials 6 against water and sediment. The buffer sealant 5 and the water stop materials 6 are displaced against compression and tensile deformation to hold a water stop property. Large displacement at the time of an earthquake can be coped with.
    • 9. 发明专利
    • WATER STOP STRUCTURE FOR UNDERWATER TUNNEL
    • JPH11323977A
    • 1999-11-26
    • JP13524698
    • 1998-05-18
    • TAISEI CORP
    • MORIMOTO HIROSHISHIRAISHI SHUNEINAGASE SATORU
    • E02D29/07E02D29/073E21D11/38
    • PROBLEM TO BE SOLVED: To maintain a water stopping property over a long period and to dispense with electric corrosion prevention by forming the whole periphery of the outer surface of a caisson into a water stop structure with a corrosion- resistant and abrasion-resistant material, and protecting the water stop structure with protective concrete on the side faces and upper face of it. SOLUTION: The whole periphery of the outer surface of a caisson A is formed into a water stop structure with a corrosion-resistant and abrasion- resistant material, e.g. a stainless steel 1. Protective concrete 2 is further placed on the stainless steel 1 on the side faces and upper face of the caisson A to protect it from a breakage accident by the anchoring of ships. The whole periphery of the outer surface of the caisson A is formed into the water stop structure with the stainless steel 1, and only the bottom face of the caisson A is formed into a water stop structure with a stainless steel 1 thicker in thickness than the water stop structure on the side faces and upper face. When the caisson A is thrust on the water bottom in sequence, the bottom face plays rolls for friction reduction and abrasion resistance for the caisson A to be slid on support bases 3 supporting the caisson A.
    • 10. 发明专利
    • CORNER STRUCTURE OF SUBMARINE TUNNEL
    • JPH11310929A
    • 1999-11-09
    • JP13050998
    • 1998-05-13
    • TAISEI CORP
    • SHIRAISHI SHUNEISAKATE MASAAKIMORIMOTO HIROSHINAGASE SATORU
    • E02D29/063
    • PROBLEM TO BE SOLVED: To prevent damage of a submarine tunnel frame body caused by an anchor of a ship by forming the corners of the submarine tunnel frame body so that the anchor head slides on a curved face of the corner. SOLUTION: An contact face 21 where the anchorhead 11 of an anchor 1 comes into contact with the contact face is formed to increase the tangential component of an action force of the anchor and withstand a frictional force of the contact face 21 and slide the anchorhead 11, when the anchorhead 11 acts on the corners 2, the bottom 22, the upper part 23 or the side part for instance of the submarine tunnel frame body. That is, when the anchorhead 11 acts upward on the corners 2 of the bottom 22 of the submarine tunnel in a force F, the tangential force F sin θ is made larger than the frictional force μ×F cos θ (μ is a coefficient of friction of the contact face 21 of the corner 2 of the submarine tunnel bottom 22, and θ is an inclined angle). The radius of curvature of the contact face 21 is decided to satisfy the condition of (r-H)/[r -(r-H) ] >μ, where H is a hooking width of the anchorhead 11.