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CONSTRUCTION STRUCTURE AND CONSTRUCTION METHOD OF DRAIN, JACK USED FOR CONSTRUCTION METHOD, GAP CORRECTION TOOL AND BLOCK SET AND BOTTOM BLOCK FOR DRAIN FORMATION

机译：排水的构造结构和施工方法，用于施工的千斤顶，间隙校正工具，砌块的砌块和砌块的底部砌块

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摘要

PPROBLEM TO BE SOLVED: To raise workability so that the construction of a covering plate, etc. preventing the flowing out of an adhesive such as a ready mixed-concrete is not required when it is put in a connecting section of a bottom block and a body block in a construction of a drain combining the bottom block with the body block. PSOLUTION: A construction trench is excavated, the bottom is rollingly pressured on a drainage slope on the basis of a finishing stake, the bottom block (12) is placed on the bottom of the construction trench, a mounting section height of an installation section height of height adjusting devices (125) of both ends in the direction of a water channel provided to an installation trench (124) of the bottom block (12) is adjusted on the basis of the finishing stake, a routine thread is stretched between both tops of the height adjusting devices (125) on both ends, the mounting section height of the height adjusting device (125) of an intermediate section is adjusted on the basis of the routine thread, the body block (11) having an opened lower part is mounted on the height adjusting device (125), a height of the body block (11) and a street are adjusted, the ready mixed-concrete is placed in the installation trench (124) of the bottom block (12), the bottom block (12) is stuck on the body block (11), a back filling is made to the construction trench (124), and the upper surface of the body block (11) is exposed to pave the road surface. PCOPYRIGHT: (C)2006,JPO&NCIPI

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解决的问题：当将其放置在底部的连接部分中时，为了提高可加工性，从而不需要用于防止诸如现成混合混凝土之类的粘合剂流出的盖板等构造。排水管的构造中的砖块和砖块结合了底部砖块和砖块。

解决方案：挖出一个施工沟槽，在精加工桩的基础上，将底部滚动压在排水坡道上，将底部砌块（12）放在施工沟槽的底部，安装截面高度为设置在底块（12）的安装沟槽（124）上的水通道方向上的两端的高度调节装置（125）的安装截面高度基于精加工桩进行调节，拉伸常规螺纹在两端的高度调节装置（125）的两个顶部之间，根据常规螺纹来调节中间部分的高度调节装置（125）的安装部分的高度，主体块（11）具有开口下部安装在高度调节装置（125）上，调节车身（11）和街道的高度，将预拌混凝土浇筑在底部（12）的安装沟槽（124）中，底部块（12）卡在板上在该砌块（11）中，对施工沟槽（124）进行回填，并且露出该砌块（11）的上表面以铺装路面。

版权：（C）2006，JPO＆NCIPI 展开▼

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公开/公告号JP2006016834A

专利类型
公开/公告日2006-01-19

原文格式PDF
申请/专利权人 DAISHI:KK;DAIKYO CONCRETE KK;
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申请/专利号JP20040194900
发明设计人 ADACHI MASAKAZU;FUJIKAWA MASAHARU;
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申请日2004-06-30
分类号E03F5/04;B66F3/12;
国家 JP
入库时间 2022-08-21 21:55:32

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