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    • 3. 发明专利
    • ANCHOR AUXILIARY MEMBER
    • JPH10280615A
    • 1998-10-20
    • JP8640597
    • 1997-04-04
    • OTSUKA OOMI TOGYO KK
    • OGAWA MASAMIKITAMURA MASAYUKI
    • E04C5/12E04C5/16
    • PROBLEM TO BE SOLVED: To prevent an anchor auxiliary member from being loosened from concrete by providing a projection piece orthogonally projected outward and formed to have a wedge shape at a forward end on the end of each wall panel erected in parallel, and integrally providing a seat plate with a loose hole between the wall panels. SOLUTION: The ends of wall panels 4e arranged in parallel are respectively provided with wedge form projection pieces 4c orthogonally projecting externally and forming to have wide breadth at forward ends 4d. A seat plate 4b with a loose hole 4a is integrally provided between the wall panels 4e laid in parallel, thereby forming an anchor auxiliary member 4 having spring elasticity. At the time of construction, an anchor bolt is erected on a decorative panel and the loose hole 4a of the anchor auxiliary member 4 is externally coupled to the end of the anchor bolt. Thereafter, a washer is laid between a nut and the seat plate 4b and the nut is screwed to the threaded part of the anchor bolt. In addition, backing concrete is placed on the reverse side of the decorative panel for burying the anchor auxiliary member 4. Thus, the anchor auxiliary member 4 can be prevented from being loosened from the backing concrete.
    • 5. 发明专利
    • ANCHOR
    • JP2000034804A
    • 2000-02-02
    • JP20479698
    • 1998-07-21
    • OTSUKA OOMI TOGYO KK
    • OGAWA MASAMIKITAMURA MASAYUKI
    • E04C5/12E04C5/16
    • PROBLEM TO BE SOLVED: To easily and accurately center an anchor bolt and displace it in accordance with the movement of back-filling concrete when it gets hard and shrinks by providing deformable projections protruding inward at a plurality of positions of the periphery of the hole for an anchor bolt to be embedded in back-filling concrete for a building face panel. SOLUTION: Projections 3 are formed at every equal distance at the periphery of a bolt hole 4, in a stainless steel anchor 1 to be embedded in back-filling concrete for a building face panel. The projections 3 are deformably protruded from at least three positions of the periphery of the bolt hole 4 to the inside of the hole 4 and the protruded length H is decided in accordance with the movement difference and the following-up property against the displacement of the face panel and the back-filling concrete. When the front ends of the projections 3 at the periphery of the bolt hole 4 come into contact with the anchor bolt due to the displacement of the anchor resulting from the solidification and shrinkage of the back-filling concrete, the projections 3 are deformed to absorb the shrink stress. Accordingly, the clearance between the front ends of the projections 3 and the anchor bolt can be sufficiently made small and hence, the anchor 1 can be favorably centered.
    • 8. 发明专利
    • CLAMP METAL
    • JPH07150732A
    • 1995-06-13
    • JP32133693
    • 1993-11-25
    • OTSUKA OOMI TOGYO KK
    • OGAWA MASAMIKITAMURA MASAYUKI
    • E04F13/24E04F13/08E04F13/21
    • PURPOSE:To mitigate the stress generated between a hook claw and an anchor section and improve durability by forming a stress mitigating shape section on an arm section, and hooking the hook claw provided with the anchor section fixed to an outer wall on the hook groove of an external facing board. CONSTITUTION:A hook claw 3 is inserted into the hook groove 7 of an external facing board 5, and the tip of the hook claw 3 is brought into contact with the deepest position of the hook groove 7. When a tensile load is applied to a clamp metal 25, the cross section receiving the shearing force secures the maximum area from the deepest position of the hook groove 7 to the surface of the external facing board 5. When a repeated load by the wind pressure is applied to the external facing board 5 in this hooked state, for example, stress is generated between a rigidly fixed anchor section 1 and the hook claw 3. The stress is dispersed and mitigated by a stress mitigating shape section 23. The stress applied between the anchor section 1 and the hook claw 3 is reduced, and the durability of the clamp metal 25 can be improved.