초록 ▼

An existing-pipe rehabilitation method for constructing a rehabilitation pipe inside an existing pipe to rehabilitate the existing pipe. A rehabilitation pipe is constructed inside an existing pipe by coupling segments in the circumferential direction and the lengthwise direction of the existing pip

An existing-pipe rehabilitation method for constructing a rehabilitation pipe inside an existing pipe to rehabilitate the existing pipe. A rehabilitation pipe is constructed inside an existing pipe by coupling segments in the circumferential direction and the lengthwise direction of the existing pipe so that the rehabilitation pipe has a constant outer diameter. A lining material impregnated with a liquid curable resin is inserted into the rehabilitation pipe thus constructed. The liquid curable resin is cured to line the internal circumferential surface of the rehabilitation pipe with the lining material so that an inner diameter of the rehabilitation pipe lined with the lining material is smaller than an inner diameter of the existing pipe.

대표청구항 ▼

1. An existing-pipe rehabilitation method for constructing a rehabilitation pipe inside an existing pipe to rehabilitate the existing pipe, comprising: constructing, inside an existing pipe, a rehabilitation pipe obtained by coupling segments in the circumferential direction and the lengthwise direc

1. An existing-pipe rehabilitation method for constructing a rehabilitation pipe inside an existing pipe to rehabilitate the existing pipe, comprising: constructing, inside an existing pipe, a rehabilitation pipe obtained by coupling segments in the circumferential direction and the lengthwise direction of the existing pipe so that the rehabilitation pipe has a constant outer diameter; andinserting a lining material impregnated with a liquid curable resin into the rehabilitation pipe thus constructed, and curing the curable resin to line the internal circumferential surface of the rehabilitation pipe with the lining material so that an inner diameter of the rehabilitation pipe lined with the lining material is smaller than an inner diameter of the existing pipe. 2. An existing-pipe rehabilitation method according to claim 1, wherein the segments are provided with concavities for producing gaps between adjacent coupled segments, the adjacent segments being bonded together by the curable resin of the lining material that has flowed into the gaps. 3. An existing-pipe rehabilitation method according to claim 1, wherein a filling material is injected into gaps formed between the existing pipe and the rehabilitation pipe constructed of the segments to couple the existing pipe and the rehabilitation pipe together. 4. An existing-pipe rehabilitation method according to claim 1, wherein the temperature for curing the lining material is set in accordance with the material properties of the segments. 5. An existing-pipe rehabilitation method according to claim 1, wherein the curable resin impregnated in the lining material is a resin cured by heat or light. 6. An existing-pipe rehabilitation method according to claim 1, wherein the lining material is inserted into the rehabilitation pipe by eversion or by drawing. 7. An existing-pipe rehabilitation method for constructing a rehabilitation pipe inside an existing pipe to rehabilitate the existing pipe, comprising: inserting a lining material impregnated with a liquid curable resin into an existing pipe, and curing the curable resin to line the internal circumferential surface of the existing pipe with the lining material; andconstructing, inside the existing pipe lined with the lining material, a rehabilitation pipe obtained by coupling segments in the circumferential direction and the lengthwise direction of the existing pipe. 8. An existing-pipe rehabilitation method according to claim 7, wherein a filling material is injected into gaps formed between the lined existing pipe and the rehabilitation pipe to couple both of the pipes together. 9. An existing-pipe rehabilitation method according to claim 7, wherein the curable resin impregnated in the lining material is a resin cured by heat or light. 10. An existing-pipe rehabilitation method according to claim 7, wherein the lining material is inserted into the existing pipe by eversion or by drawing. 11. A rehabilitation pipe segment used in the existing-pipe rehabilitation method of claim 1, wherein concavities for producing gaps between adjacent segments are formed in the segments, and the adjacent segments are bonded together by the curable resin of the lining material that has flowed into the gaps. 12. An existing-pipe rehabilitation method according to claim 1, wherein the rehabilitation pipe is constructed inside of the existing pipe so that the coupled segments engage with but do not rupture an inner wall of the existing pipe. 13. An existing-pipe rehabilitation method for constructing a rehabilitation pipe inside an existing pipe to rehabilitate the existing pipe, comprising: constructing, inside an existing pipe, a rehabilitation pipe obtained by coupling segments in the circumferential direction and the lengthwise direction of the existing pipe, the segments being provided with concavities producing gaps between adjacent coupled segments; andinserting a lining material impregnated with a liquid curable resin into the rehabilitation pipe thus constructed so that the liquid curable resin flows into the gaps between the adjacent coupled segments, and curing the liquid curable resin to line the internal circumferential surface of the rehabilitation pipe with the lining material while the adjacent segments are bonded together by the curable resin that has flowed into the gaps between the adjacent coupled segments. 14. An existing-pipe rehabilitation method according to claim 13, wherein a filling material is injected into gaps formed between the existing pipe and the rehabilitation pipe constructed of the segments to couple the existing pipe and the rehabilitation pipe together. 15. An existing-pipe rehabilitation method according to claim 13, wherein the temperature for curing the lining material is set in accordance with the material properties of the segments. 16. An existing-pipe rehabilitation method according to claim 13, wherein the curable resin impregnated in the lining material is a resin cured by heat or light. 17. An existing-pipe rehabilitation method according to claim 13, wherein the lining material is inserted into the rehabilitation pipe by eversion or by drawing. 18. An existing-pipe rehabilitation method according to claim 13, wherein the rehabilitation pipe is constructed inside of the existing pipe so that the coupled segments engage with but do not rupture an inner wall of the existing pipe.