Abstract: The proposed pipeline is made up of pipe sections connected in succession by elastic outer coupling elements having their entire surface brought into intimate contact with pipe section joints. Provided at the ends of the pipe sections are recesses for accommodating coupling elements therein. The method for laying the above pipeline involves successive joining of its pipe sections by means of continuously placing several layers of a binder-impregnated tape onto the joints. The pipeline is lowered into a trench before the binder sets. The machine for carrying out the method includes a carriage with a frame on which there is mounted a mechanism for connecting, pressure-sealing, and insulating pipe sections of the pipeline. This mechanism is arranged at an angle to the path of travel of the carriage and capable of reciprocating and rotating relative to the pipe sections being joined into a pipeline.

Abstract: A method of applying a protective coating to the inner surface of a pipeline includes the steps of adhering a porous flexible hose to the pipeline inner surface, an end of the hose of which is turned inside out and attached to the pipeline. The hose is moved inside the pipeline by progressively turning it inside out and pressing it to the inner surface of the pipeline by providing an excess pressure in a cavity formed by the portion of the hose turned inside out, and producing a counter-pressure before the hose as the same travels lengthwise of the pipeline. The magnitude of the counter-pressure is maintained at a predetermined level in the course of the hose travel. A piston having a passage for the hose is placed in the cavity formed by the portion of the hose turned inside out, and a binder is placed between the piston and the portion of the hose turned inside out. The binder soaks through the pores of the hose to facilitate the formation of a bond between the hose and the inner surface of the pipeline.

Abstract: A method of protecting the internal surface of a pipeline against corrosion resides in introducing into the pipeline a composition comprising 0.01 to 1 part of a phosphate and a silicate. The phosphate can be sodium polyphosphate or monosubstituted potassium phosphate. The silicate can be an alkaline metal silicate or silicon dioxide. The weight ratio of the phosphate to the silicate varies from 9-50:1, respectively, and the composition includes up to 100 parts of water. The composition is formed by fusing the phosphate and the silicate at a temperature of about 800 to 10000 degrees C. and cooling the fused composition until a vitreous structure is formed. The composition is then introduced into a pipeline containing water having a P.sub.2 O.sub.5 concentration of about 0.3 to 3.5 milligrams per liter.

Abstract: According to the method of coating the internal surface of a pipeline with a cement-sand mortar, a layer (4) of the mortar is formed on said surface and is pressed and held by a flexible hose (5). Before the flexible hose is pressed to the mortar layer (4) the flexible hose (5) is turned out and placed simultaneously with the formation of the mortar layer. The device effecting the method as claimed has a cement-sand fed system (11), a piston (3) arrnged in the pipeline (1) with an annular clearance (12) to distribute the mortar layer on the internal surface of the pipeline, a chamber (13) accommodating the flexible hose (5) and communicating therewith by a flowing medium feed system (15), said flowing medium serving as a means for feeding, turning out and pressing the flexible hose (5) to the mortar layer (4) formed on the surface of the pipeline.

Abstract: The claimed pipeline is made of coaxially arranged envelopes rigidly connected to each other, in which case the internal envelope is made of nonhermetic layers and hermetically sealed layers (3, 4) and the whole set of envelopes is impregnated with a binder (5) and forms a monolithic structure, the external envelope (1) being made of a ground (2).The method consists in forming hole (11) in the ground and insertion into the ground of the nonhermetic layers and hermetically sealed layers (3, 4) of the internal envelope, impregnation of its ground (2) with a binder (5) and followed by expansion and densing of the envelopes by producing an excess pressure of the working medium in the pipeline (9).