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METHOD FOR INSTALLING PRECAST REINFORCED CONCRETE-MADE CONTINUOUS FOOTING MEMBER

机译:预制钢筋混凝土连续浇筑构件的安装方法

摘要

PROBLEM TO BE SOLVED: To simply and uniformly transmit load by laying and leveling filling sand so that only prescribed height is heightened between setting plates set at a plurality of positions on a crusher-run to form a bed rock. ;SOLUTION: After a crusher-run 4 is charged in an excavated ground to perform rolling compaction, mortar 3 is filled into a part where the end of PCa-made continuous footing 1 comes, and the position and horizontal level of a setting block 2a are adjusted to be installed so as to form a setting plate. The sheet of thickness of 1-3 mm is set on the setting plate, and sand is filled so that it is higher than the height of the upper face of the thin plate on the crusher-run 4. Sand is evened by a scale stretched between the sheets to form a filling sand base board. After the thin plate is removed, the PCa-made continuous footing member is installed to refill peripheral ground so as to complete execution. Thereby a simple method for uniformly transmitting load to ground by a the whole bottom face of footing can be obtained, and a construction period reduction and the improvement of working efficiency can be realized.;COPYRIGHT: (C)2000,JPO
机译:解决的问题:通过铺设和平整填充砂,简单而均匀地传递载荷,以使在破碎机滑道上多个位置设置的设定板之间仅升高规定的高度,以形成基岩。 ;解决方案:将碎石机4装入挖掘的地面以进行碾压后,将砂浆3填充到PCa制成的连续立脚1末端到达的部分以及固定块2a的位置和水平位置调整以安装,以形成安装板。将厚度为1-3 mm的薄板放置在固定板上,并填充沙子,使其比破碎机运行4上薄板的上表面的高度高。在板之间形成填充砂的底板。卸下薄板后,安装PCa制造的连续基础部件以重新填充外围地面,以完成执行。从而可以得到一种简单的方法,可以将整个立足底面的载荷均匀地传递到地面,并且可以缩短工期并提高工作效率。;版权所有:(C)2000,JPO

著录项

  • 公开/公告号JP2000291021A

    专利类型

  • 公开/公告日2000-10-17

    原文格式PDF

  • 申请/专利权人 UBE IND LTD;

    申请/专利号JP19990353245

  • 发明设计人 IZAKI MASAO;OKANO AKIRA;KAWAMOTO TAKANORI;

    申请日1999-12-13

  • 分类号E02D27/01;

  • 国家 JP

  • 入库时间 2022-08-22 02:03:47

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