This invention relates to a method of cooling a steel pipe capable of effectively suppressing bending of steel pipes which can easily occur particularly when quenching thin-walled steel pipes, thereby making it possible to manufacture steel pipes having mechanical properties of increased uniformity.
Bending of steel pipes sometimes occurs at the time of quenching. In the context of the present invention, “bending” of a steel pipe means curvature in the axial direction of the steel pipe. Below, bending which is observed at the time of quenching will be referred to as “quenching-induced bending”.
Quenching-induced bending is caused by factors such as uneven cooling. In particular, when quenching a thin-walled steel pipe in which the ratio (t/D) of the wall thickness (t) to the outer diameter (D) has a low value such as at most 0.07, a large amount of quenching-induced bending, which is considered a defect in quality, can easily occur. There have been many proposals in the past concerning cooling methods intended to suppress this quenching-induced bending.
For example, JP H02-7372 B (1990) discloses a heat treatment method which, during quenching of a metal pipe, suppresses quenching-induced bending by performing slow cooling in the initial stage of cooling the outer surface of the pipe so as to reduce the temperature difference over the entire surface of the pipe followed by usual rapid cooling.
In JP S61-4896 B (1986), a cooling method is disclosed in which a pipe is cooled by spraying water into the interior of the pipe from one end thereof while water sprayed from nozzles is allowed to impinge on the outer surface of the pipe over substantially the entire length thereof. In this method, toward the end of the pipe which corresponds to the discharge end of water sprayed into the pipe, the amount of water sprayed on the outer surface of the pipe is increased, or the timing of the start of outer surface cooling is made earlier, or the completion of outer surface cooling is delayed, whereby the entire pipe is uniformly cooled in a short period.
In the method disclosed in JP H02-7372 B, because slow cooling is performed at the initial stage of cooling and only the outer surface of a pipe is cooled, the cooling time is necessarily elongated and the manufacturing efficiency of a pipe is decreased.
In the method disclosed in JP S61-4896 B, it is necessary to vary the amount of sprayed water for cooling the outer surface or the timing of spraying (the timing of the start or completion of spraying) in the axial direction of a pipe. As a result, the structure and control of the apparatus become complicated. In addition, although that document discloses that the entire pipe can be uniformly cooled, there is no specific disclosure as to whether quenching-induced bending can be suppressed. In that patent document, the only specific example of an object which was cooled is a steel pipe measuring 114×8.6×29,000 mm (see column 4, line 13), and the outer diameter/wall thickness ratio (t/D) of this steel pipe is approximately 0.075 (=8.6/114). There is no mention concerning thin-walled pipes having a t/D ratio of at most 0.07 which readily experience quenching-induced bending.
This invention provides a method of cooling a steel pipe which can suppress quenching-induced bending during quenching of thin-walled steel pipes having a t/D ratio of at most 0.07 and which can solve the problems of the above-described prior art.
The present invention is a method of cooling a steel pipe in which the inner surface and outer surface of a horizontally-disposed steel pipe are cooled while rotating the steel pipe in its circumferential direction, characterized in that the ratio of the wall thickness to the outer diameter of the steel pipe is preferably at most 0.07 and more preferably at most 0.06, cooling of the inner surface of the steel pipe is carried out by spraying cooling water inside the steel pipe and cooling of the outer surface of the steel pipe is carried out by making cooling water flow downwards in a planar shape in the axial direction onto the outer surface of a steel pipe from above at two locations approximately equally spaced from the uppermost portion of the steel pipe on both sides thereof, the flow rate of cooling water which flows downwards at a location on the upstream side in the direction of rotation of the steel pipe is equal to or greater than the flow rate of cooling water flowing downwards at a location on the downstream side in the rotational direction, and cooling of the inner surface of the steel pipe is commenced at least 7 seconds prior to cooling of the outer surface of the steel pipe.
A method of cooling a steel pipe according to the present invention can effectively suppress quenching-induced bending of steel pipes without a decrease in the manufacturing efficiency of steel pipes even when quenching thin-walled steel pipes for which t/D is at most 0.07. In addition, the uniformity of cooling in both the circumferential and axial directions of a steel pipe is improved, leading to improvement in the uniformity of quenching and accordingly uniformity of the mechanical properties of a steel pipe. Thus, the steel pipe has improved toughness.
An embodiment of a method of cooling a steel pipe according to the present invention will be explained in detail while referring when suitable to the accompanying drawings.
In
A steel pipe 2 to which a cooling method according to this embodiment can be advantageously applied is a thin-walled steel pipe having a ratio t/D of the wall thickness t with respect to the outer diameter D of at most 0.07 with which a significant amount of quenching-induced bending which becomes a problem with respect to quality can easily occur. This cooling method can be applied particularly suitably to cooling of the inner and outer surfaces of line pipe made from low carbon steel which is of low strength and easily bends or line pipe of a grade not higher than API X60 (having a composition in mass percent of, for example, (a) C: 0.06%, Si: 0.26%, Mn: 1.24%, P: 0.013%, S: 0.001%, Cr: 0.16%, V: 0.06%, a remainder of Fe and impurities, with Ceq: 0.311%, or (b) C: 0.06%, Si: 0.40%, Mn: 1.60%, P: 0.020%, S: 0.003%, Cu: 0.30%, Ni: 0.50%, Cr: 0.28%, Mo: 0.23%, V: 0.08%, a remainder of Fe and impurities, with Ceq: 0.498%). Even when this cooling method is applied to a long steel pipe 2 with a length of at least 20 meters, it can effectively suppress the occurrence of quenching-induced bending.
When cooling a steel pipe 2 with the cooling apparatus 1 according to this embodiment, first, the steel pipe 2 is rotated in its circumferential direction by rotating the rotating rollers 3, 3 in the direction of the arrows. Then, cooling of the inner surface of the steel pipe 2 is commenced by spraying cooling water from the unillustrated inner surface cooling nozzle into the interior of the steel pipe from one end thereof. The sprayed cooling water is discharged from the other end of the steel pipe 2. Cooling of the outer surface of the steel pipe 2 is then commenced by making cooling water 5a and 5b from the discharge ports 6a and 6b of the outer surface cooling nozzle 7 flow downwards towards the outer peripheral surface of the steel pipe 2. The cooling water may if necessary contain an additive such as a corrosion inhibitor as is well known in the art.
The rotational speed of the steel pipe 2 is preferably at least 30 rpm and at most 80 rpm. If the rotational speed of the steel pipe 2 is less than 30 rpm, the condition of the steel pipe 2 after quenching can easily vary in the circumferential direction thereof. On the other hand, if the rotational speed of the steel pipe 2 exceeds 80 rpm, the necessary equipment becomes large in size and complicated and equipment costs increase.
The rate at which cooling water is sprayed into the interior of the steel pipe 2 from the inner surface cooling nozzle is preferably at least 2,000 m3 per hour and at most 6,500 m3 per hour. If the flow rate of cooling water sprayed into the steel pipe 2 is less than 2,000 m3 per hour, the cooling ability is inadequate, whereas if it exceeds 6,500 m3 per hour, the necessary equipment becomes large in size and complicated and equipment costs increase.
In a cooling method according to this embodiment, cooling of the inner surface of the steel pipe 2 begins at least 7 seconds before cooling of the outer surface of the steel pipe 2 for the following reasons.
As shown in
In contrast, as shown in the graph of
The reason for this is thought to be that compared to outer surface cooling in which only the portion where the planar streams of cooling water 5a and 5b flow down is cooled for an instant, in the case of inner surface cooling, it is possible to substantially uniformly cool the steel pipe 2 over its entire periphery, so temperature unevenness of the steel pipe 2 does not readily develop, and variation in the axial stress oz decreases.
In a cooling test performed on an actual steel pipe 2 under the same conditions as were set for obtaining the results shown in the graphs of
Based on the above-described results from
Therefore, according to an embodiment of the present invention, in order to prevent a decrease in manufacturing efficiency and guarantee uniform quenching, cooling is carried out not only on the inner surface but also on the outer surface of a steel pipe 2. In order to establish the relationship |σz|<|YS| at least in the initial stage of cooling in which the surface temperature of the steel pipe 2 is 550° C. or higher, it is effective to begin cooling of the inner surface of the steel pipe 2 before cooling of the outer surface. Specifically, by making the advance time at least 7 seconds, the relationship |σz|<|YS| can be maintained throughout all the period of cooling the steel pipe 2.
For the above-described reasons, in this embodiment, by starting cooling of the inner surface of the steel pipe 2 at least 7 seconds in advance of cooling of the outer surface of the steel pipe 2, i.e., by setting the timing of the start of spraying of cooling water from the inner surface cooling nozzle to be at least 7 seconds before the timing of the start of allowing cooling water 5a and 5b to flow down from the discharge ports 6a and 6b of the outer surface cooling nozzle, the relationship |σz|<|YS| is maintained over substantially the entire cooling process. As a result, quenching-induced bending of a steel pipe can be effectively suppressed with certainty.
If the advance time of inner surface cooling exceeds 30 seconds, a long time is required for cooling of a steel pipe 2 and operating efficiency decreases. Therefore, the advance time is preferably at most 30 seconds.
In order to increase the cooling efficiency of the outer surface of a steel pipe 2, it is conceivable to increase both the flow rates of the cooling water 5a and 5b which flows down from the discharge ports 6a and 6b, respectively. However, if the flow rates of cooling water 5a and 5b are both too large, a water film which accumulates on the outer surface of the steel pipe 2 between the locations 4a and 4b where the cooling water 5a and 5b runs down becomes thicker than necessary, and the rate of effective utilization of cooling water (the proportion of cooling water which contributes purely to cooling of the steel pipe 2) decreases, and cooling water no longer smoothly flows in the rotational direction of the steel pipe 2.
A considerable portion of the cooling water 5a which flows down at position 4a on the upstream side in the rotational direction of the steel pipe 2, i.e., a considerable portion of the cooling water which runs down from discharge port 6a flows in the rotational direction on the outer surface of the steel pipe 2 as it rotates. In contrast, a certain amount of the cooling water 5b which flows down at position 4b on the downstream side in the direction of rotation, i.e., of the cooling water which runs down from discharge port 6b flows backwards against the direction of rotation of the steel pipe 2, but almost all of it flows to the downward side and then drops immediately after it flows down. Namely, the contribution to cooling of the outer surface of the steel pipe 2 is greater for cooling water 5a than for cooling water 5b.
Therefore, in this embodiment, the flow rate of cooling water which flows down at location 4a on the upstream side in the rotational direction of the steel pipe 2 is made equal to or larger than the flow rate of cooling water 5b which flows down at location 4b on the downstream side in the rotational direction of the steel pipe 2. The flow rates of cooling water 5a and 5b can be set by adjusting the width of the slits of the discharge ports 6a and 6b, respectively.
As a result, the amount of cooling water which flows in the rotational direction along the outer surface of the steel pipe 2 can be increased as needed, and the water film which accumulates between positions 4a and 4b on the outer surface of the steel pipe where cooling water streams 5a and 5b, respectively, flow down can be made a suitable thickness, thereby making it possible to further increase the cooling efficiency of the outer surface of the steel pipe 2.
The ratio of the flow rate of cooling water 5b which flows down at location 4b on the downstream side in the rotational direction of the steel pipe 2 with respect to the flow rate of cooling water 5a which flows down at location 4a on the upstream side in the rotational direction of the steel pipe 2 is preferably in the range of 1-0.6 and more preferably in the range of 1-0.8. By making this ratio somewhat smaller than 1, the amount of bending can be decreased compared to when the ratio is 1 (namely, when the flow rates of cooling water streams 5a and 5b are the same). However, if this ratio is too small, the amounts of cooling water on both sides of the outer peripheral surface of the steel pipe become significantly unequal and the amount of bending ends up increasing.
The angle θ between positions 4a and 4b where the two streams of cooling water 5a and 5b impact the outer peripheral surface of the steel pipe 2 as measured from the center of the steel pipe 2 is preferably at least 12° and at most 95°. If this angle θ is less than 12°, the region formed by the water film on the surface of the steel pipe 2 (the region between positions 4a and 4b) becomes extremely narrow. If this angle exceeds 95°, except for the case in which the outer diameter of the steel pipe 2 is extremely large, it is difficult to supply a sufficient amount of water for cooling between positions 4a and 4b of cooling water 5a and 5b on the outer surface of the steel pipe, and cooling sometimes becomes insufficient particularly at the uppermost portion of the steel pipe 2.
Particularly when the angle θ is large, a third discharge port for cooling water which flows downwards in a planar shape (not shown) may be installed preferably in a position immediately above the uppermost portion of the steel pipe 2. The flow rate of cooling water which flows down from this third discharge port is preferably smaller than the flow rates of cooling water from the discharge ports 6a and 6b on both sides.
Although the cooling apparatus becomes complicated, it is possible to have two rows of third streams of cooling water in a planar shape. For example, it is possible to install two pairs of two rows of discharge ports (namely, an inner pair and an outer pair) for cooling water which flows down on the outer peripheral surface of the steel pipe at roughly equal distances from the uppermost portion on both sides of the uppermost portion of the steel pipe. In this case, for the discharge ports of each pair, the flow rate of cooling water which flows down in a position on the upstream side in the rotational direction of the steel pipe 2 is preferably set to be equal to or greater than the flow rate of cooling water which flows down at a position on the downstream side in the rotational direction of the steel pipe 2.
In this manner, in this embodiment, the amount of quenching-induced bending which develops when quenching a thin-walled steel pipe P for which the ratio t/D is at most 0.07 can be made such that the maximum overall bending in a lot of pipes is effectively suppressed without a decrease in the manufacturing efficiency of steel pipes. As a result, the quenched steel pipes have improved toughness. In contrast to the method disclosed in JP S61-4896 B, cooling of the outer surface can be carried out under the same conditions over the entire length of the steel pipe without varying the starting time and the ending time in the axial direction of the steel pipe, so complexity of the structure of equipment and of control can be avoided. However, the timing of start of cooling of the outer surface is delayed relative to cooling of the inner surface over the entire length of the steel pipe.
Using the cooling apparatus 1 shown in
For comparison, cooling of the steel pipe 2 was carried out using one stream of cooling water which flowed downwards in a planar shape on the outer surface of the steel pipe 2. In this case, the discharge port for cooling water was disposed immediately above the uppermost portion of the steel pipe 2.
The amount of quenching-induced bending which was produced in the steel pipe 2 after the completion of cooling (in unit of mm/10 m; determined by measuring the amount of bending (mm) with a thread stretched over the overall length of a pipe for the pipe having the largest amount of bending in a lot of pipes undergoing the same heat treatment, and converting this value into the amount of bending per 10 meters) and the maximum fracture appearance transition temperature vTs (the maximum value measured at 4 locations in the circumferential direction of the steel pipe) in a Charpy impact test were determined.
Bending amounts of at most 10 mm are indicated by DOUBLE CIRCLE (⊚), bending amounts of greater than 10 mm and at most 20 mm are indicated by CIRCLE (∘), bending amounts of greater than 20 mm and at most 30 mm are indicated by TRIANGLE (Δ), and bending amounts exceeding 30 mm are indicated by X. For the maximum fracture appearance transition temperature vTs in a Charpy impact test, a value of −40° C. or below is indicated by CIRCLE, a value of greater than −40° C. and at most 0° C. is indicated by TRIANGLE, and a value exceeding 0° C. is indicated by X. The overall evaluation was whichever of the above two evaluations was the worst, with the highest evaluation being CIRCLE. The results are shown in Table 1.
Runs Nos. 5-7, 10, 11, 14, and 15 in Table 1 are examples of carrying out cooling by the method according to the present invention (namely, there were two streams of outer surface cooling water, and inner surface cooling was carried out at least 7 seconds in advance). For each example, the amount of bending was CIRCLE or DOUBLE CIRCLE, and even with a thin-walled steel pipe having a t/D ratio of at most 0.07 (i.e., 0.031 to 0.058), quenching-induced bending could be effectively suppressed without decreasing the manufacturing efficiency of a steel pipe. In addition, the Charpy maximum fracture appearance transition temperature (maximum vTs) was −40° C. or below, so the toughness was good.
Runs Nos. 6 and 7 had the same cooling conditions as each other except that the distribution of the flow rate of the two streams of outer surface cooling water was different. Whereas the amount of quenching-induced bending was 10 mm for Run No. 6 in which the flow rates of the two streams of outer surface cooling water were the same, for Run No. 7 in which the flow rate for the stream on the upstream side in the rotational direction of the steel pipe was made larger than the flow rate for the stream on the downstream side, the amount of quenching-induced bending was further decreased to 6 mm.
In contrast, in Run No. 1 in which there was one stream of outer surface cooling water and inner surface cooling and outer surface cooling were started simultaneously, the amount of quenching-induced bending was too large, and toughness was poor with a maximum vTs of −30° C. In Runs Nos. 2, 3, 8, and 12 in which inner surface cooling began earlier than outer surface cooling but there was one stream of outer surface cooling water, toughness was poor with a maximum vTs of −30° C. In Run No. 4 in which there were two streams of outer surface cooling water but inner surface cooling and outer surface cooling were started simultaneously, the amount of quenching-induced bending was too large. In Runs Nos. 9 and 13 in which there were two streams of outer surface cooling but the advance time of inner surface cooling was shorter than 7 seconds, the amount of quenching-induced bending was relatively large and the toughness was poor with a maximum vTs of −30° C.
Number | Date | Country | Kind |
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2006-150248 | May 2006 | JP | national |
Number | Date | Country | |
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Parent | PCT/JP2007/061004 | May 2007 | US |
Child | 12292922 | US |