# US 7,607,861 B2 · Connection structure of plate-type vertical drain and circular horizontal drainpipe and method of constructing horizontal drain layer in soft ground using the same > Agents: this data is available as JSON from the patentgrep API and MCP server — see https://patentgrep.com/llms.txt - Number: US 7,607,861 B2 - Document ID: US7607861B2 - Status: Granted - Kind: B2 - Application number: 12/151,772 - Filed: 2008-05-08 - Published: 2008-12-04 - Granted: 2009-10-27 - Earliest claimed: 2007-05-31 - Inventors: Soo Yong Kang - Web page: https://patentgrep.com/patent/US7607861B2 ## CPC - E02D 3/10: by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains (E02D3/11 takes precedence; soil-penetrating vibrators with auxiliary watering E02D3/054; drainage of soil in general E02B11/00) - E02D: FOUNDATIONS; EXCAVATIONS; EMBANKMENTS (specially adapted for hydraulic engineering E02B); UNDERGROUND OR UNDERWATER STRUCTURES {(tunnels, tunnelling, mining E21)} ## Abstract A connection structure of plate type vertical drains and a circular horizontal drainpipe and a method of constructing a horizontal drain layer in soft ground using the same. The plate type vertical drains are coupled to the circular horizontal drainpipe using cylindrical fitters, so that excess pore water can be easily drained from underground even if the horizontal drain layer is constructed by pouring soil instead of sand, thereby reducing construction costs and a construction period. ## Claims ### Claim 1 A connection structure of plate type vertical drains and a circular horizontal drainpipe, comprising: the plate type vertical drains, arrayed in soft ground vertically about a surface of the soft ground to drain excess pore water from underground, wherein the plate type vertical drains includes a plate type drain body having vertical water channels and reinforcing ribs which alternately repeat at an interval and a water-absorbent nonwoven cloth wrapping on the plate type drain body; a connector integrally provided at an end portion of each of the plate type vertical drains, which is exposed outside, the connector having an inner coupling space; the circular horizontal drainpipe inserted into the coupling space, wherein the circular horizontal drainpipe is formed as a corrugated structure and has a plurality of water holes in circumference surface thereof and a fibrous material wrapping around the circular horizontal drainpipe; and a cylindrical fitter fitted on the connector, and having a guide cut along a longitudinal direction thereof periphery, wherein the connector is wrapped on and closely fastened to the circular horizontal drainpipe. ### Claim 2 (depends on 1) The connection structure according to claim 1, wherein the guide is cut in a peripheral portion of the cylindrical fitter along the longitudinal direction thereof, and bent portions for helping open the guide are provided at ends of the guide. ### Claim 3 (depends on 2) The connection structure according to claim 2, wherein the cylindrical fitter extends longer than a width of each of the plate type vertical drains. ### Claim 4 (depends on 1) The connection structure according to claim 1, wherein the guide is cut in a central portion of the periphery of the cylindrical fitter along the longitudinal direction thereof, and roundness-maintaining portions and entrances are symmetrically formed on both sides of the guide by cutting along the longitudinal direction of the cylindrical fitter. ### Claim 5 (depends on 4) The connection structure according to claim 4, wherein the cylindrical fitter extends longer than a width of each of the plate type vertical drains. ### Claim 6 (depends on 1) The connection structure according to claim 1, wherein the cylindrical fitter extends longer than a width of each of the plate type vertical drains. ### Claim 7 A method of constructing a horizontal drain layer in soft ground using a connection structure of plate type vertical drains and a circular horizontal drainpipe, the method comprising: laying a geosynthetic material on a top surface of the soft ground in order to ensure ease of trafficability by construction machines, and pouring soil on the geosynthetic material, thereby forming a molding layer(platform fill); arraying the plate type vertical drains for guided draining of pore water, each of which has vertical water channels and reinforcing ribs, is wrapped in absorbent nonwoven cloth, and has a connector at an end thereof, which is exposed outside, the connector having an inner coupling space; fitting cylindrical fitters, each of which has a guide cut in a longitudinal direction thereof, on the circular horizontal drainpipe, which comprises a corrugated structure and has water holes; coupling the circular horizontal drainpipe having the cylindrical fitter fitted thereon to the coupling spaces of the connectors, which are exposed outside, by spreading respective connectors; driving the cylindrical fitters to proceed along the circular horizontal drainpipe, so that the plate type vertical drains are coupled to the circular horizontal drainpipe using the guide of respective fitters, and the connectors are wrapped on and closely fastened to the circular horizontal drainpipe; and pouring soil on a top surface of the molding layer(platform fill), thereby forming a horizontal drain layer.