发明名称 CONDUIT LINING METHOD AND CONDUIT LINING MATERIAL
摘要 <p>PROBLEM TO BE SOLVED: To provide a conduit lining method capable of smoothly laying an underground conduit buried underground in total length or in a long range at one time. SOLUTION: This lining material constitutes a cut-off part 13 at height of about 3/4 of height of a sewer 9 by sandbag 11 on an upstream end part of the downstream sewer 9. Sewage 15 at depth of about 1/3 of height of a sewer 5 stagnates, and a flow of sewage 21 from the upstream is blocked by closing a downstream end part of an upstream sewer 17 by an air plug 19. Thereafter, a cylindrical lining material 27 is drawn in by using a rope for drawing toward a downstream side manhole 3 from an upstream side manhole 1, and thereafter, a lining layer is constituted by pressing the lining material 27 on an inner surface 7 of the sewer 5.</p>
申请公布号 JP2000310387(A) 申请公布日期 2000.11.07
申请号 JP19990118850 申请日期 1999.04.26
申请人 ASAHI TEC CORP 发明人 MITANI HISAO;ONODA NOBUHIKO;SHIBATA KATSUYA
分类号 F16L55/16;(IPC1-7):F16L55/16 主分类号 F16L55/16
代理机构 代理人
主权项
地址