JP2010151324A - Loose flange type flared pipe coupling, steel pipe for the loose flange type flared pipe coupling, method for manufacturing the steel pipe for the loose flange type flared pipe coupling, and method for joining the steel pipe - Google Patents

Abstract

To improve sealing performance when an excessive external force is applied to a loose flange type flare pipe joint.
A loose flange 4 is engaged with a flare portion 2 formed by protruding an end portion of a steel pipe 1 and a gasket 3 made of a non-asbestos joint seal is interposed so that the end faces of the flare portion 2 are brought into contact with each other. The loose flange type flare pipe joint is sandwiched between the loose flanges 4 and mechanically fastened, and the flare end face angle θ between the end face of the flare part 4 and the central axis of the steel pipe 1 is θ [ Provided is a loose-flange type flare pipe joint having an excellent sealing property with an angle of 87 ° to 89 °.
[Selection] Figure 4

Description

  The present invention relates to a pipe joint that fastens a flange with a bolt and joins pipes, and more particularly, to a mechanical joint in which a loose flange is engaged with a flare provided at an end of a steel pipe.

  For joining indoor pipes that transfer fluids such as water, air, and steam, mechanical joints that fasten flanges with bolts are used. The flange of such a mechanical joint is provided at the end of the steel pipe by a method such as welding to the end of the steel pipe or engaging a flare provided at the end of the steel pipe with the loose flange. .

  In recent years, there is an increasing demand for loose flange type flare fittings that do not require welding, can be easily flared at a construction site, and can shorten the construction time. Moreover, in indoor piping, piping design which does not involve axial force and a bending is normally performed to a steel pipe, and piping is joined by a loose flange type pipe joint (for example, patent documents 1 and 2).

  However, it is necessary to deal with alignment and the like during construction on site, and bending stress and tensile stress may be applied to the steel pipe and the joint. In addition, when a high-temperature fluid such as steam is passed through the piping, the steel pipe and the joint may be subjected to axial stress and bending stress due to thermal expansion and contraction. Furthermore, it is necessary to consider a case where an excessive axial force or bending load is applied to the steel pipe and the joint, for example, earthquake resistance.

  Further, when an excessive load is applied to the piping, the load is concentrated particularly on a joint for joining steel pipes. However, a joint that can maintain the sealing performance of the transfer fluid when such an excessive external force is applied has not been developed so far. In addition, the loose flange type pipe joint which increases a sealing force, so that internal pressure becomes high is proposed (for example, patent document 3). However, even with this technique, sealing performance cannot be ensured when an axial force or bending load is applied.

  In addition, methods for improving the strength and fatigue characteristics of the flared portion have been proposed (for example, Patent Documents 4 and 5). However, these improve the characteristics of the molded flare part, and the sealing performance of the loose flange type flare fitting is not considered.

  On the other hand, a loose flange flare pipe joint has been proposed in which the contact surface with the flange of the flare part is processed into a tapered shape as a pipe joint for the purpose of improving fracture resistance when stress is applied to the flange part ( For example, Patent Document 6). However, in order to form a flare portion having such a tapered shape, it is necessary to change the tool during the processing, and the flare processing process of the flare portion becomes complicated.

JP 2007-211811 A JP 2000-55239 A Registered Utility Model No. 3136954 JP 2005-351383 A JP-A-5-329557 Japanese Utility Model Publication No. 7-22193

  In the present invention, a flare portion is provided at the end of a steel pipe, and the end face of the flare is abutted at the joining portion of the steel pipe and is sandwiched between loose flanges, particularly when an excessive external force is applied. The problem is to improve the sealing performance.

  The present invention relates to a loose-flange type flare pipe joint that controls the angle of the end face of the flare part and improves the sealing performance when stress such as excessive tension or bending is applied, and the gist thereof is as follows. .

(1) According to a certain aspect of the present invention, the flare portions formed by tapping each of the ends of the two steel pipes are brought into contact with each other with a gasket interposed therebetween, and both the flare portions are sandwiched between loose flanges. A loose flange type flare pipe joint, wherein an angle θ of an end face of the flare portion with respect to a central axis of the steel pipe when the loose flange type flare pipe joint is not fastened is 87 ° to 89 °, and the gasket A loose flange flare fitting is provided, characterized by comprising a non-asbestos joint seal.
(2) Moreover, according to another viewpoint of this invention, it is a steel pipe which is used for the loose flange type | mold flare pipe joint as described in said (1), and has the flare part formed by the protrusion process at the edge part. An angle θ of the end face of the flare portion with respect to the central axis of the steel pipe is 87 ° to 89 °, and a steel pipe for a loose flange type flare pipe joint is provided.
(3) Moreover, according to another viewpoint of this invention, it is a manufacturing method of the steel pipe for loose-flange type flare pipe joints as described in said (2), Comprising: A flare part is formed in the end part of a steel pipe by swallowing processing In doing so, by revolving a conical roller that revolves relative to the steel pipe while contacting the end of the steel pipe, and gradually increasing the angle between the central axis of the conical roller and the central axis of the steel pipe, An angle θ of the end face of the flare portion with respect to the central axis of the steel pipe is controlled to 87 ° to 89 °, and a method of manufacturing a steel pipe for a loose flange type flare pipe joint is provided.

  (4) According to another aspect of the present invention, there is provided a steel pipe joining method using a loose-flange type flare pipe joint, wherein a flare portion with respect to the central axis of the steel pipe is formed by swaging the end portion of the steel pipe. The step of forming the flare part having an angle θ of the end face of 87 ° to 89 ° and the flare part formed at the end parts of the two steel pipes with a gasket made of a non-asbestos joint seal interposed. There is provided a method for joining steel pipes, comprising the steps of: abutting and mechanically fastening the abutted flare portion with a loose flange.

  According to the present invention, even when an excessive tensile load, bending load, or the like is applied to the loose flange type flare pipe joint at the joint portion of the pipe, it becomes possible to seal the transferred fluid in the pipe. The contribution of is very remarkable.

It is a mimetic diagram of an example of a loose flange type flare pipe joint concerning one embodiment of the present invention. It is the figure which showed flare part end surface angle (theta). It is the figure which showed the influence of the flare part end surface angle (theta) which has on the contact surface pressure of the abutting part. It is a figure which shows the influence of the flare part end surface angle (theta) which acts on sealing performance. It is a schematic diagram of flare processing.

  Exemplary embodiments of the present invention will be described below in detail with reference to the accompanying drawings. In addition, in this specification and drawing, about the component which has the substantially same function structure, duplication description is abbreviate | omitted by attaching | subjecting the same code | symbol.

  FIG. 1 schematically illustrates a part of a loose flange type flare pipe joint according to an embodiment of the present invention. The loose-flange type flare pipe joint according to the present embodiment includes flange-shaped flare parts 2a and 2b formed by expanding the ends of the steel pipes 1a and 1b at the joints of the two steel pipes 1a and 1b. The two flared portions 2a and 2b are brought into contact with each other via the gasket 3 and sandwiched by loose flanges 4a and 4b from both sides, and mechanically fastened by bolts 5 and nuts 6.

  If it demonstrates in detail, the steel pipes 1a and 1b have the flare parts 2a and 2b formed by the protrusion process at each edge part. The flare portions 2a and 2b are formed (ie, flared) portions that are expanded so as to bend the end portions of the steel pipes 1a and 1b to bond the two steel pipes 1a and 1b to each other. It is.

  Loose flanges 4a and 4b are engaged with the flare portions 2a and 2b, respectively. The loose flanges 4a and 4b (hereinafter referred to as “flanges 4a and 4b”) are annular flanges having an inner diameter larger than the outer diameter of the steel pipes 1a and 1b. The steel pipes 1a and 1b are inserted into the flanges 4a and 4b, and when not fastened, the inner peripheral surfaces of the flanges 4a and 4b can slide along the outer peripheral surfaces of the steel pipes 1a and 1b.

  The end faces 9 (see FIG. 2) of the flare portions 2a and 2b of the steel pipes 1a and 1b are brought into contact with each other with a gasket 3 interposed as necessary. The gasket 3 is, for example, an annular sealing member having an outer diameter approximately equal to the outer diameter of the flare portions 2a and 2b, and seals between the end faces 9 of the two flare portions 2a and 2b that are abutted. It has a function. The abutting portions of the flare portions 2 a and 2 b are sandwiched by the flanges 4 a and 4 b from both sides, and the flanges 4 a and 4 b are fastened by bolts 5 and nuts 6.

  A procedure for joining the steel pipes 1a and 1b using the loose flange type flare pipe joint will be described. First, the gasket 3 is interposed between the flare portion 2a of the steel pipe 1a and the flare portion 2b of the steel pipe 1b, which are opposed to each other, and the end surface 9 of the flare portion 2a and the end surface 9 of the flare portion 2b are abutted in this state. Let Next, the abutted flare portions 2a and 2b are sandwiched by the flanges 4a and 4b from the outside. Thereafter, the flanges 4a and 4b are mechanically fastened and fixed by bolts 5 and nuts 6 inserted into the flanges 4a and 4b, thereby pressing the flare portions 2a and 2b from both sides. Thereby, the two steel pipes 1a and 1b can be suitably joined using the said joint. The means for fixing the flanges 4a and 4b is not limited to the example of the bolt 5 and the nut 6, and any fixing member can be used as long as the flanges 4a and 4b are mechanically fastened and fixed. .

  In addition, piping materials such as STPG (JIS G 3454) and SGP (JIS G 3452) are used for piping for transferring water, air, steam, etc., and the outer diameter is 50A to 350A, and steel pipes around 100A are used. It has become mainstream. Therefore, the present inventors analyzed the design factors that affect the sealing performance of the loose flange type flare pipe joint by finite element method analysis (FEA) assuming 100A SGP piping.

  As a result, the inventors paid attention to the angle θ of the end face 9 of the flare portion 2 with respect to the central axis 8 of the steel pipe 1 (hereinafter referred to as “flare end face angle θ”) shown in FIG. FIG. 3 shows the relationship between the flare end face angle θ and the surface pressure distribution generated at the abutting portion of the loose flange type flare fitting. FIG. 3 shows a contact surface pressure generated in the gasket 3 of the abutting portion when a loose flange type flare fitting having a changed flare end face angle θ is fastened with a bolt 5 and a bending load equivalent to 80 MPa is applied. And the position where the surface pressure is generated.

  From the analysis result by FEA shown in FIG. 3, it can be seen that the surface pressure generated in the gasket 3 at the time of bending load application increases as the flare end face angle θ decreases. Therefore, when a bending load or a tensile load is applied, it is considered that the sealing performance of the joint is improved by reducing the flare end face angle θ.

  Therefore, a flare steel pipe 1 with various flare end face angles θ was manufactured, and an evaluation test of the sealing performance of the joint was performed. First, the end part of the 100 A (outer diameter 114.3 mm, wall thickness 4.5 mm) SGP steel pipe was flared to form a flared part 2. A flange 4 is engaged with the flare portion 2, the two flare portions 2 are brought into contact with each other via a gasket 3, and the flange 4 is fastened with a bolt 5 to obtain a loose flange type flare pipe joint.

  Next, the loose flange type flare pipe joint was filled with 1 MPa of air, and a load load (leakage load) was observed when a sudden drop in air pressure was observed while applying a tensile axial force. This leak load was divided by the tube body yield strength of the steel pipe 1 to calculate the sealability index α. In addition, the pipe body yield strength was measured by taking a test piece from a steel pipe of the same lot as the flare steel pipe 1 and performing a tensile test.

  FIG. 4 shows the relationship between the flare end face angle θ and the sealability index α obtained by the evaluation test. From this, it can be seen that as the flare end face angle θ decreases, the sealability index α increases and the sealability is improved. In particular, when the flare end face angle θ is less than 89 °, the sealability index α is 80% or more, and it was proved that the load resistance characteristic of the sealability is improved. However, when the flare end face angle θ was less than 87 °, the gasket 3 was damaged when the joint was fastened or when an axial force was applied. It can be presumed that this is because the contact surface pressure is excessively increased locally and exceeds the load resistance of the gasket 3.

  As described above, in the actual pipe test, gas sealing can be performed up to an axial force of 80% or more with respect to the yield load of the pipe body, and in order not to damage the gasket 3, the flare end face angle θ is 87 ° or more and 89 °. It was confirmed that it was important to control to the following values. Further, according to the results of FIG. 4, when the flare end face angle θ is 88 ° or less, the sealing performance index α is 90% or more. Therefore, the flare end face angle θ is set to 87 ° to 88 °. The sealing performance can be further improved.

  In addition, about the processing method which forms the flare part 2 in the edge part of the steel pipe 1 concerning this embodiment, this is not limited, For example, as shown in FIG. 5, the steel pipe 1 and the cone 7 (conical roller) It is preferable to employ a method in which the contact is made by rotating and relatively rotating and revolving relatively. If the angle between the axis of the cone 7 and the axis of the steel pipe 1 is gradually increased by this method, the flare end face angle θ can be gradually increased, and the flare end face angle θ can be accurately controlled. it can.

  Next, as an example of the present invention, an experiment in which the sealability index α when the flare end surface angle θ is changed in various steel pipes 1 will be described.

  In this experiment, first, end portions of various SGP steel pipes were subjected to a blanking process by the method shown in FIG. 5, and a flare end surface angle θ (FIG. 2) was measured. Furthermore, the loose flange 4 was engaged with the flare part 2, the end faces 9 of the flare part 2 were brought into contact with each other with the gasket 3 interposed therebetween, and were fastened with bolts 5 to produce a loose flange type flare pipe joint. As shown in Table 1, the SGP steel pipe used for the test is a forged steel pipe and an electric resistance steel pipe having a size of 65A to 200A. In addition, from these steel pipes, tensile test pieces were separately collected and the yield strength was measured.

In this experiment, “general-purpose NA joint seal TOMBO No. 1995” manufactured by NICHIAS Corporation was used as the gasket 3. This gasket 3 is a non-asbestos joint seal in which an inorganic filler is added to inorganic fibers and aramid fibers, and an oil-resistant synthetic rubber is blended as a binder. The dimensions of the gasket 3 are as follows. The applicable standards are JIS F0602HJ and ASTM 104F712100-B5E12M5. The gasket 3 is an example used in this experiment, and the gasket 3 of the present invention is not limited to such an example.
Size 65A steel pipe: gasket 3 outer diameter 124mm, inner diameter 77mm, thickness 3mm
Steel pipe of size 100A: gasket 3 outer diameter 159 mm, inner diameter 115 mm, thickness 3 mm
Steel pipe of size 200A: gasket 3 outer diameter 270 mm, inner diameter 218 mm, thickness 3 mm

  The loose flange type flare pipe joint was filled with 1 MPa of air, and then a load (leakage load) when the pressure suddenly decreased was obtained while applying a tensile axial force. This leak load was divided by the yield load of the tube to evaluate the sealability index α. The experimental results are shown in Table 1 below.

  In Examples 1 to 12, θ was within the range of the present invention (87 ° to 89 °), and α was 80% or more. On the other hand, in Comparative Examples 1-4, 6-10, and 13-16, since θ was too large, α was less than 80%. In Comparative Examples 5, 11, 12, and 17, where the flare end face angle θ is too small, the gasket 3 was damaged when the joint was fastened or when a tensile load was applied.

  Therefore, according to such experimental results, when the flare end face angle θ is greater than 89 °, the sealability index α is less than 80%, and a desired sealing performance cannot be obtained, whereas, when θ is less than 87 °, Since gasket 3 will be damaged, it can be said that it is not suitable. On the other hand, when the flare end face angle θ is 87 ° or more and 89 ° or less, the sealing property index α is 80% or more, and a suitable sealing property can be exhibited even when an excessive external force is applied to the joint. And it can be said that it was demonstrated that the gasket 3 is not damaged.

  The loose flange type flare pipe joint according to the present embodiment has been described in detail above. According to the present embodiment, by adjusting the flare portion end surface angle θ of the steel pipe 1 to an appropriate angle (87 ° to 89 °), the contact surface pressure with respect to the gasket 3 interposed between the flare portions 2 that are abutted with each other is reduced. Can be raised appropriately. Therefore, even when an excessive tensile load, bending load, or the like is applied to the joint during an earthquake or the like, it is possible to ensure the sealing performance of the joint and prevent leakage of the transfer fluid in the pipe.

  Further, in the loose flange type flare pipe joint according to the present embodiment, in order to improve the sealing performance of the joint portion of the steel pipe 1, it is only necessary to adjust the flare portion end face angle θ when the flare portion 2 is tapped. Good. Therefore, unlike Patent Document 6, it is not necessary to change the tool during the forming process in order to form the tapered flare portion. Therefore, the fluffing process of the flare part 2 can be simplified.

  The preferred embodiments of the present invention have been described in detail above with reference to the accompanying drawings, but the present invention is not limited to such examples. It is obvious that a person having ordinary knowledge in the technical field to which the present invention pertains can come up with various changes or modifications within the scope of the technical idea described in the claims. Of course, it is understood that these also belong to the technical scope of the present invention.

1: Steel pipe 2: Flare part 3: Gasket 4: Loose flange 5: Bolt 6: Nut 7: Cone 8: Center axis of steel pipe 9: End face of flare part

Claims (10)

Loose flange type flare pipe joint in which the flare portions formed by ribbing processing at the ends of two steel pipes are brought into contact with each other with a gasket interposed therebetween, and both flare portions are sandwiched between loose flanges,
When the loose flange type flare pipe joint is not fastened, the angle θ of the end face of the flare portion with respect to the central axis of the steel pipe is 87 ° to 89 °,
The loose flange type flare pipe joint, wherein the gasket is made of a non-asbestos joint seal.   The loose-flange type flare pipe is configured to increase the contact surface pressure with respect to the gasket interposed between the flare portions abutted against each other when a tensile load or a bending load is applied to the loose-flange type flare pipe joint. The loose flange type flare pipe joint according to claim 1, wherein an angle θ of an end face of the flare portion with respect to a central axis of the steel pipe when the joint is not fastened is controlled to be 89 ° or less. When the loose flange type flare pipe joint is not fastened, the angle θ of the end face of the flare portion with respect to the central axis of the steel pipe is 87 ° to 89 °,
A rotating conical roller is brought into contact with the end of the steel pipe while revolving relatively with respect to the steel pipe, and an angle between the central axis of the conical roller and the central axis of the steel pipe is gradually increased. The loose flange type flare pipe fitting according to claim 1 or 2, wherein an angle θ of an end face of the flare portion with respect to a central axis is controlled. It is a steel pipe which is used for the loose flange type flare pipe joint according to any one of claims 1 to 3, and has a flare part formed by swallowing at an end part,
An angle θ of an end face of the flare portion with respect to a central axis of the steel pipe is 87 ° to 89 °, and the steel tube for loose flange type flare pipe joint.   When a tensile load or a bending load is applied to the loose flange type flare pipe joint, the contact surface pressure against the gasket interposed between the flare portions abutted against each other is increased with respect to the central axis of the steel pipe. The steel pipe for a loose flange type flare fitting according to claim 4, wherein an angle θ of an end face of the flare portion is controlled to be 89 ° or less.   A rotating conical roller is brought into contact with the end of the steel pipe while revolving relatively with respect to the steel pipe, and an angle between the central axis of the conical roller and the central axis of the steel pipe is gradually increased. The steel pipe for loose flange type flare fitting according to claim 4 or 5, wherein an angle θ of an end face of the flare portion with respect to a central axis is controlled. It is a manufacturing method of the steel pipe for loose flange type flare pipe joints as described in any one of Claims 4-6,
When the flare portion is formed at the end portion of the steel pipe by swirling, the conical roller that rotates is brought into contact with the end portion of the steel pipe while revolving relatively with respect to the steel pipe, and the central axis of the conical roller and the steel pipe The angle θ of the end face of the flare portion with respect to the central axis of the steel pipe is controlled to be 87 ° to 89 ° by gradually increasing the angle with the central axis of the steel pipe for a loose flange type flare pipe joint Manufacturing method. A method of joining steel pipes using loose flange type flare pipe joints,
Forming the flare part in which the angle θ of the end face of the flare part with respect to the central axis of the steel pipe is 87 ° to 89 ° by subjecting the end part of the steel pipe to a process;
A step of abutting the flare portions respectively formed at the ends of the two steel pipes with a gasket made of a non-asbestos joint seal interposed therebetween;
Sandwiching the abutted flare portions with a loose flange and mechanically fastening them;
A method for joining steel pipes, comprising:   In the step of forming the flare portion, when a tensile load or a bending load is applied to the loose flange type flare pipe joint, the contact surface pressure with respect to the gasket interposed between the abutted flare portions is increased. The method for joining steel pipes according to claim 8, wherein the flare part has an angle θ of 89 ° or less with respect to the central axis of the steel pipe.   A rotating conical roller is brought into contact with the end of the steel pipe while revolving relatively with respect to the steel pipe, and an angle between the central axis of the conical roller and the central axis of the steel pipe is gradually increased. The steel pipe joining method according to claim 8 or 9, wherein an angle θ of an end face of the flare portion with respect to a central axis is controlled.

Images