JP5750795B2 - Method of forming plug-in part for connection of outer shell steel pipe for steel concrete composite pipe - Google Patents

Description

The present invention mainly relates to a connection difference of a shell steel pipe for a steel-concrete composite pipe that forms a connection insertion portion at an end of the shell steel pipe in a steel-concrete composite pipe integrally provided with a concrete layer on the inner surface of the shell steel pipe. The present invention relates to a method for forming a recess .

  Conventionally, as a steel-concrete composite pipe used for the propulsion method, a concrete layer 2 lined on the inner surface of a shell steel pipe 1 as shown in FIG. 8 is known. A material in which prestress is applied to the entire composite pipe by using expanded concrete for the concrete layer 2 and restraining expansion of the expanded concrete by the outer shell steel pipe 1 on the outer peripheral surface is known (for example, Patent Document 1). .

  The outer shell steel pipe 1 used in this type of conventional composite pipe is provided with a connecting insertion part 4 having a cylindrical shape smaller in diameter than the main body part 3 at the front end part of the steel pipe main body part 3 and a rear end. A connecting collar portion 5 in which the tip of the steel pipe main body portion 3 is extended from the end portion of the concrete layer 2 is provided in the portion. And, by inserting the connecting part 4 for connecting the other composite pipe into the collar part 5 of the one composite pipe, they are connected to each other, and the outer peripheral surface of the connecting plug part 4 and the inner peripheral surface of the collar part 5 The water-stopping packing 6 is interposed therebetween to maintain the water-stopping property of the connecting portion.

  The outer shell steel pipe 1 in the steel-concrete composite pipe configured as described above has a connecting collar portion 5 having the same outer diameter as the steel pipe main body portion 3 and is inserted into the connecting collar portion 5. The insertion portion 4 is formed to have a smaller diameter than the inner diameter of the connecting collar portion 5 by the amount of the water-stopping packing 6 interposed.

  As shown in FIG. 8, the connection plug 4 is formed separately from the steel pipe main body 3 and is connected to the outer shell via an intermediate ring 7 for securing a step. It was welded to the inner peripheral surface of the end of the steel pipe body 1.

  Such a conventional outer shell steel pipe 1 requires a plurality of welding operations over the whole week of the steel pipe main body part 3 in order to integrate the connecting plug part 4, and the welding also ensures water-stopping. Therefore, there is a problem that the cost is high.

  In order to solve this problem, as shown in FIG. 9, a short tube 8 for the insertion portion in which the welded portion 7 has a diameter larger than that of the connection insertion portion 4 by press working is used. A method of welding has been proposed.

JP 2008-175336 A

  However, there is a problem that even if the short pipe for an insertion part subjected to the above-described press work is used, a diameter expansion process and welding are necessary, and the cost is not reduced sufficiently.

  In addition, as shown in FIG. 10, the material steel pipe 10 having the same diameter as that of the connecting insertion part 4 is used, and the diameter of the steel pipe main body part 3 is expanded while leaving the length of the connecting insertion part 4 part. Although it is conceivable, the diameter of the steel pipe having a diameter of 1 m or more must be expanded by rolling over several meters. For this purpose, a high-pressure roll compactor is required, which increases the cost. is there.

  In addition, as shown in FIG. 11, a method of forming the connecting plug part 4 by using a raw steel pipe 11 having the same diameter as the steel pipe main body part 3 and reducing the diameter of the end part is also conceivable. According to these experiments, when the diameter was reduced, the tube thickness was pushed and bent without being thick, and the reduced diameter portion was not preferable because it was wavy in the circumferential direction.

Furthermore, as shown in FIG. 12 (a), the raw steel plate 12 is formed in a step shape, and this is bent into a cylindrical shape as shown in FIG. Although the method of forming the steel pipe main-body part 3 provided with the part 4 is also considered, according to experiment of the present inventors, the cylinder 13 for insertion parts produced in this case is a temporary line in FIG.12 (b). As shown in the figure, the end side was widened, which was not preferable. The cause is that when the raw steel plate 12 formed in a step shape is bent into a cylindrical shape, the connecting plug portion 4 and the steel pipe main body portion 3 are smaller in the connecting plug portion 4 than the steel pipe main body portion 3. Nevertheless, since the diameter is not reduced, the distal end side of the connecting plug-in portion 4 is widened.

In view of such a conventional problem, the present invention is a steel-concrete composite in which a connecting insertion portion is integrally formed with high accuracy without requiring welding by reducing the diameter of one end of a steel pipe main body. The present invention was made for the purpose of providing a method for forming an insertion part for connection of a shell steel pipe for a pipe .

The feature of the invention described in claim 1 for solving the conventional problems as described above is the outer shell steel pipe in the steel-concrete composite pipe integrally provided with the concrete layer on the inner surface of the outer shell steel pipe. A method for forming an insertion part for connection of a shell steel pipe for a steel-concrete composite pipe, in which an insertion part for connection having a diameter smaller than that of the steel pipe body is integrally formed at an end of a steel pipe body having a length of 1 m or more, A receiving roller that is in rolling contact with the inner peripheral surface of the material steel pipe having the same diameter as the portion, and a pressure forming roller that is in rolling contact with the outer peripheral surface of the material steel pipe, the pressure forming roller having a ridge, and The receiving roller is integrally provided with a receiving recess, and the material steel pipe shaft is rotated without sandwiching the plate thickness portion of the material steel pipe between the two rollers and pressurized by pressing the material steel pipe from its outer periphery. Partial reduction in diameter to increase the direction length The forming a concave groove which does not corrugate the circumferential direction by applying, thereafter, by cutting the material steel pipe in the recessed groove position, the connecting spigot the diameter reduction portion It is to do.

Features of the invention described in claim 2, in addition to the configuration of claim 1, together with the the pressing roller comprises a convex portion having a shape corresponding to the cross-sectional shape of the groove formed by the diameter-reduction processing The receiving roller is integrally provided with a receiving concave portion having a shape corresponding to the convex portion, and the concave groove is formed by rotating while sandwiching a plate thickness portion of the material steel pipe between the two rollers. .

  According to a third aspect of the present invention, in addition to the configuration of the first or second aspect, the concave groove is formed at a position of one end portion of the raw steel pipe, leaving the tip of the raw steel pipe. The material steel pipe is cut in the groove on the side close to the tip of the material steel pipe of the groove.

  According to a fourth aspect of the present invention, in addition to the structure of the first or second aspect, the concave groove is formed on both sides leaving portions to be the steel pipe main body portions, and the central portion of the concave groove is cut. There is to do.

In the present invention, when integrally forming a connecting insertion portion having a smaller diameter than the steel pipe main body at the end of the steel pipe main body, a material steel pipe having the same diameter as the steel pipe main body is pressurized from the outer periphery thereof. Then, a concave groove directed in the circumferential direction of the material steel pipe is formed by partially reducing the diameter. As a result, even if the pipe thickness does not increase when the diameter is reduced, the thickness is offset by the length of the concave groove, that is, the length in the axial direction of the material steel pipe, and the wave does not undulate in the circumferential direction.
After that, by cutting the material steel pipe at the position in the concave groove, the reduced diameter processed portion is used as the connecting insertion portion, so that the bottom surface of the concave groove is the connecting insertion portion. The processing to form the outer peripheral surface is easy and highly accurate, and the connecting insertion portion having a desired shape and accuracy can be easily formed at low cost simply by processing the end surface after the cutting.

  In the present invention, the concave groove is formed by pressing the pressure forming roller against the outer periphery of the raw steel pipe while rotating the raw steel pipe, so that the diameter of the concave groove is a large diameter of several meters, for example. It is possible to form an insertion part for connection in the outer shell steel pipe.

In the present invention, formation of the groove includes a receiving roller rolling contact with the inner peripheral surface of the material steel pipe, using a pressing roller which bears against the outer peripheral surface of said workpiece steel pipe, in the pressurized molding roller Includes a convex strip having a shape corresponding to the cross-sectional shape of the concave groove formed by the diameter reducing process, and a receiving concave portion having a shape corresponding to the convex strip is integrally provided on the receiving roller, By forming the concave groove by rotating while sandwiching the plate thickness portion of the raw steel pipe between them, it is possible to form a connecting plug in a large-diameter outer shell steel pipe having a diameter of several meters, for example. .

  In the present invention, the concave groove is formed at a position of one end portion of the raw steel pipe leaving the tip of the raw steel pipe, and in the concave groove on the side of the concave groove close to the distal end of the raw steel pipe. By cutting the raw steel pipe, the length of the raw steel pipe may be close to that of the outer shell steel pipe to be manufactured, and can be formed by a small device.

  In the present invention, the concave groove is formed on both sides leaving the portions to be the steel pipe main body part, and by cutting the central part of the concave groove, Formation is possible in a common process, the manufacturing process is simplified, material is not wasted, and the cost is reduced.

It is a fragmentary longitudinal cross-section which shows an example of the steel concrete composite pipe using the outer shell steel pipe which has the insertion part for connection formed by the method of this invention. It is sectional drawing which shows the formation process of the insertion part for a connection of the outer shell steel pipe shown in FIG. It is a side view which shows the apparatus for the ditch | groove formation with respect to the steel pipe raw material in the method of this invention. It is explanatory drawing which shows the manufacturing process of the end surface process part of the outer shell steel pipe shown in FIG. It is explanatory drawing which shows a part of process of the other Example of this invention method. It is explanatory drawing which shows a part of process of further another Example of this invention method. It is a longitudinal cross-sectional view which shows the example which implemented this invention method for formation of the short tube for insertion parts. It is a fragmentary longitudinal cross-section which shows an example of the steel concrete composite pipe which uses the outer shell steel pipe which has the conventional insertion part for connection. It is a half cross-sectional view showing another example of a conventional connecting portion for connecting a steel-concrete composite pipe. It is explanatory drawing which shows the comparative example with respect to this invention method. It is explanatory drawing which shows the other comparative example with respect to this invention method. It is explanatory drawing which shows the further another comparative example with respect to the method of this invention.

  Next, an embodiment of the present invention will be described based on an example in which the connection portion for connecting the outer shell steel pipe used in the steel-concrete composite pipe shown in the drawings is formed.

  FIG. 1 shows a steel-concrete composite pipe, which uses a cylindrical outer shell steel pipe having a connecting plug formed by the method of the present invention. Reference numeral 20 in the figure denotes an outer shell steel pipe manufactured by the method of the present invention, and reference numeral 21 denotes a concrete layer made of expanded concrete cast on the inner surface of the outer shell steel pipe 20.

  The outer shell steel pipe 20 has a cylindrical steel pipe body portion 22 having a substantially equal diameter over the entire length, a collar portion 23 formed on the rear end side, and an inner diameter of the steel pipe main body portion 22 formed integrally on the front end side. The connecting portion 24 has a small diameter.

  A donut plate-like collar side end face reinforcing plate 25 is welded in the base portion of the collar portion 23. The concrete layer 21 is driven up to the inner surface of the collar side end surface reinforcing plate 25, and the rear end side thereof is a collar portion 23.

  The connecting insertion part 24 is integrally provided on the distal end side of the steel pipe main body part via the taper part 27, and the distal end of the connecting insertion part is an end face processing part formed in an inward flange shape. 28 is provided integrally.

  Next, an example of a method for forming an insertion part for connection in the outer shell steel pipe 21 used in the steel-concrete composite pipe will be described.

  As shown to Fig.2 (a), the equal diameter cylindrical raw material steel pipe 31 formed in the same diameter as the steel pipe main-body part 22 is used. As shown in FIG. 2 (b), the groove 33 is formed in the tip end portion of the material steel pipe 31 by reducing the diameter by pressurizing from the outer surface side to the inner surface side while leaving the cutting allowance 32 at the one end side tip portion. The groove 33 is formed such that the width a of the groove bottom surface is longer than the length L of the connecting insertion portion 24 described above by the flange width b of the end surface processing portion 28 and a cutting allowance α described later. .

  Next, as shown in FIG. 2 (c), the groove 33 is cut from the groove bottom portion on the material steel pipe tip side. As a result, the connecting plug portion 24 is formed in a continuous arrangement through the tapered portion 27 at the end of the steel pipe main body portion 22.

  After that, the end face processing portion 28 is formed as shown in FIG. 2D by bending the distal end of the connecting insertion portion 24 inward.

2 (b) can be used, for example, by a rolling mill using a roller. As shown in FIG. 3, the receiving roller 35 that is in rolling contact with the inner peripheral surface of the material steel pipe 31, and the material A pressure forming roller 36 that contacts the outer peripheral surface of the steel pipe 31 is used.

  The pressure forming roller 36 has a convex portion 37 having a shape corresponding to the cross-sectional shape of the concave groove 33 formed by the diameter reduction processing, and the receiving roller 35 has the convex portion 37. Those having a receiving recess 38 having a shape corresponding to the above.

  A thick portion of the material steel pipe is sandwiched between the rollers 35 and 34, and the pressure forming roller 36 is moved closer to the roller 35 while being supported by the receiving roller 35, and the concave groove 33 is formed by cold rolling. .

  For cutting the material steel pipe in the concave groove 33, a cutting machine using a normal rotary cutter can be used.

  For example, as shown in FIGS. 4 (a) and 4 (b), the end face processing section 28 shown in FIG. 2 (d) is formed by an oblique pressure roller 40 that bends the outer periphery of the distal end portion of the connecting insertion section 24 inward. And an inward-facing flange forming machine having a right-angle pressure roller 41 that axially presses the tip end that has been tapered.

  In the Example mentioned above, although the case where the insertion part 24 for a connection is formed by forming the ditch | groove 33 in the edge part of the raw material steel pipe 31 is shown, as shown to Fig.5 (a) other than this, Using a raw steel pipe 50 having a length corresponding to two outer shell steel pipes 21, pressurizing from the surface of the raw steel pipe 31 a concave groove 51 for forming a connecting insertion portion in the center portion in the same manner as described above. As shown in FIG. 5B, by cutting the central portion of the concave groove 51, both ends of the material steel pipe 50 are made into the steel pipe main body 22, and the connecting plug is inserted into one end thereof. The portion 24 may be integrally formed, and the inwardly flanged end face processing portion 28 may be formed as shown in FIG.

  In this case, the width of the concave groove 51 is formed to be longer than the lengths of the two connecting insertion parts 24 and the end face processing part 28.

  Furthermore, as shown in FIG. 6, the material steel pipe 52 having a length of three or more outer shell steel pipes 21 is used, and the concave groove is formed by reducing the diameter by pressing from the surface of the material steel pipe 31 at a desired position. 51, and by cutting the material steel pipe 51 at the central portion of the concave groove 51 and the central portion between the concave grooves 51, 51, the connecting plugs 24 are integrated with one end of each steel pipe main body portion 22, respectively. You may make it form.

  The diameter reduction processing for forming the concave groove 51 in this case is not shown in the other figures described above, but the material steel pipe is rotated while the pressure roller for diameter reduction is pressed against the outer peripheral surface of the material steel pipe. It can also be formed by relative movement in the axial direction.

  Moreover, in the above-mentioned Example, although the raw steel pipe which comprises a steel pipe main-body part integrally is used, as shown in FIG. 7, the short pipe for insertion parts welded with respect to the raw steel pipe which comprises a steel pipe main-body part 55. In this case, it is the same as the welding tube 57 that forms the end of the steel pipe body by welding to the material steel pipe 56 for the steel pipe body. By using a material steel pipe having a diameter and forming the groove 33 or 51 described above in the steel pipe, the connecting insertion part 24 can be formed integrally.

20 Outer steel pipe 21 Concrete layer 22 Steel pipe body 23 Collar 23
24 Connecting insertion portion 25 Collar side end face reinforcing plate 26 Protruding strip 27 for preventing packing slippage Tapered portion 28 End surface processing portion 31 Material steel pipe 32 Cutting allowance 33 Concave groove 35 Receiving roller 36 Pressure forming roller 37 Convex portion 38 Receiving Concave part 40 Diagonal pressure roller 41 Right-angle pressure roller 50 Material steel pipe 51 Concave groove 55 Short pipe 56 for insertion part Material steel pipe 57 Welding cylinder part

Claims (4)

The outer shell steel pipe in the steel-concrete composite pipe integrally provided with the concrete layer on the inner surface of the outer shell steel pipe, and having a diameter smaller than that of the steel pipe main body, the connecting plug is inserted into the end of the steel pipe main body. It is a method for forming an insertion part for connecting a steel pipe for a steel-concrete composite pipe that integrally forms a part ,
A receiving roller that is in rolling contact with the inner peripheral surface of the material steel pipe having the same diameter as the steel pipe main body and a pressure forming roller that is in rolling contact with the outer peripheral surface of the material steel pipe are used, and the pressure forming roller is provided with a protrusion. In addition, the receiving roller is integrally provided with a receiving recess.
The material steel pipe is rotated while sandwiching the thickness portion of the steel pipe between the two rollers, and the material steel pipe is pressurized from the outer periphery to increase the length in the axial direction of the steel pipe without increasing the pipe thickness. By forming a diameter, forming a groove that does not undulate in the circumferential direction ,
Thereafter, by cutting the material steel pipe in the recessed groove position, the reduced diameter processed coupling difference of steel concrete shell steel composite tube, characterized in that the connecting plug portion Indentation forming method . The pressure forming roller is provided with a convex portion having a shape corresponding to the cross-sectional shape of the concave groove formed by the diameter reduction processing, and a receiving concave portion having a shape corresponding to the convex portion is integrated with the receiving roller. provided in the connecting spigot forming method of steel-concrete shell steel composite tube according to claim 1 to form the groove by rotating while sandwiching the thickness portion of the material steel pipe between the rollers. The concave groove is formed at a position of one end portion of the raw steel pipe leaving the tip of the raw steel pipe, and the raw steel pipe is placed in the concave groove on the side of the concave groove close to the distal end of the raw steel pipe. The method for forming a plug-in part for connection of a steel pipe for a steel-concrete composite pipe according to claim 1 or 2 to be cut. 3. The insertion plug for connecting the outer shell steel pipe for a steel-concrete composite pipe according to claim 1 or 2, wherein the concave groove is formed on both sides leaving a portion to be the steel pipe main body portion, and a central portion of the concave groove is cut. Part formation method .

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