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WOODEN ARCH BRIDGE

机译:木拱桥

摘要

PROBLEM TO BE SOLVED: To prevent the generation of the peeling of a lamina and the crack of a base metal, to eliminate the need for the injection of a synthetic-resin adhesive after the completion of works and to prevent the lowering of a strength and a fear on a preservation from a decay.;SOLUTION: A bolt 5 is inserted to an arch rib 2 in the vicinity of the supporting point of a wooden arch bridge, where a complicate synthetic stress is generated, in the direction orthogonal to a laminated lamina, and bearing plates 6 and 6 installed at both ends of the bolt are pushed by nuts 7 and a prestress is introduced. When a glued laminated wood having a width of 180 mm and a height of 500 mm is used as the arch rib 2, compressive force is introduced by using two of the bearing plates 6 having one side of 170 mm and a thickness of approximately 22 mm and the bolt having a diameter of 16 mm.;COPYRIGHT: (C)2004,JPO&NCIPI
机译:要解决的问题:为防止薄片剥落和贱金属裂纹的产生,在工作结束后消除注入合成树脂粘合剂的需要,并防止强度和强度的降低。解决方案:担心将腐烂保存起来;解决方案:将螺栓5插入到木制拱桥支撑点附近的拱肋2处,在该处会产生复杂的合成应力,且垂直于层压板叶片,安装在螺栓两端的轴承板6和6被螺母7推动,并施加预应力。当使用宽度为180mm且高度为500mm的胶合层压木材作为拱肋2时,通过使用一侧为170mm且厚度约为22mm的两个支承板6来引入压缩力。以及直径为16 mm的螺栓。版权所有:(C)2004,JPO&NCIPI

著录项

  • 公开/公告号JP2004238802A

    专利类型

  • 公开/公告日2004-08-26

    原文格式PDF

  • 申请/专利权人 KAWADA CONSTRUCTION CO LTD;

    申请/专利号JP20030025915

  • 发明设计人 FURUMURA TAKASHI;HONDA HIDEYUKI;

    申请日2003-02-03

  • 分类号E01D4/00;E01D1/00;

  • 国家 JP

  • 入库时间 2022-08-21 23:33:43

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