US20060065335A1

US20060065335A1 - High tensile steel excellent in high temperature strength and method for production thereof

Info

Publication number: US20060065335A1
Application number: US10/509,647
Authority: US
Inventors: Yasushi Mizutani; Ryuji Uemori; Tatsuya Kumagai; Tadayoshi Okada; Yoshiyuki Watanabe; Yoshio Terada
Original assignee: Individual
Current assignee: Nippon Steel Corp
Priority date: 2002-03-29
Filing date: 2003-03-28
Publication date: 2006-03-30
Also published as: CN101082105A

Abstract

The present invention relates to a high-tensile-strength low alloy carbon steel (in the form of a steel sheet, a steel pipe, a section steel or a wire rod), for a building structure, said high-tensile-strength steel being excellent in high temperature strength during a relatively short span of about one hour in the temperature from 600° C. to 800° C. and being used in the field of building construction, civil engineering, an offshore structure, shipbuilding, a reservoir tank or the like; and, more specifically, is a high-tensile-strength steel excellent in high temperature strength, characterized by containing, in mass, C at not less than 0.005% to less than 0.08%, Si at not more than 0.5%, Mn at 0.1 to 1.6%, P at not more than 0.02%, S at not more than 0.01%, Mo at 0.1 to 1.5%, Nb at 0.03 to 0.3%, Ti at not more than 0.025%, B at 0.0005 to 0.003%, Al at not more than 0.06%, and N at not more than 0.006%, with the balance consisting of Fe and unavoidable impurities and satisfying the expression p≧−0.0029×T+2.48 when the steel temperature T (° C.) is within the range from 600° C. to 800° C., wherein p is a stress drop ratio (a yield stress at a high temperature/a yield stress at room temperature) that is obtained by converting a yield stress normalized by using a yield stress at room temperature.

Description

TECHNICAL FIELD

The present invention relates to a method for producing a high-tensile-strength low alloy carbon steel (in the form of a steel sheet, a steel pipe, a section steel or a wire rod), for a building structure, the high-tensile-strength steel showing an excellent high temperature strength during a relatively short span of about one hour in the temperature range from 600° C. to 800° C. and being used for a general structure in the field of building construction, civil engineering, an offshore structure, shipbuilding, a reservoir tank or the like.

BACKGROUND ART

In the field of building construction, civil engineering or the like, for example, steel standardized by JIS, etc. are widely used as steel for various structures. Here, the allowable temperature of an ordinary steel for a building structure is 550° C. because the strength thereof begins to lower at a temperature of about 350° C.
For that reason, in order to secure safety from a fire in the case where an above-mentioned steel material is used in architecture such as a building, an office, a dwelling, a multi-level car parking tower or the like, the application of sufficient fire-resistant coating to the steel is required and the laws related to architectures stipulate that the temperature of the steel material should not rise to 350° C. or higher during a fire.
The reason for the above regulation is that the proof stress of the above-mentioned steel at about 350° C. becomes about two-thirds of that at room temperature and thus it falls short of the required strength. When steel is used in a building structure, a fire-resistant coating is applied thereto so that the temperature of the steel may not reach 350° C. during a fire. Therefore, the cost for the fire-resistant coating goes up in comparison with the cost of the steel and a large increase in the construction cost is inevitable.
Solving the above problems, Japanese Unexamined Patent Publication Nos. H2-77523 and H10-68044, for example, disclose that a steels usable at a temperature of not lower than 600° C. is generally called “a fire-resistant steel.” As an example of the relevant invention, Japanese Unexamined Patent Publication No. H2-77523 proposes a fire-resistant steel having such a high temperature strength that the yield strength thereof at 600° C. is not less than two-thirds (about 70%) of that at room temperature. Further, in other examples of the invention related to a fire-resistant steel withstanding a temperature of 600° C., the generally adopted criterion is that a yield strength at 600° C. is not less than two-thirds of that at room temperature.
However, in case of a fire-resistant steel withstanding a temperature of 700° C. or 800° C., no general rules are specified at present with regard to the specification of a high temperature strength (the ratio of a yield strength at a high temperature to that at room temperature). For example, Japanese Unexamined Patent Publication No. H2-77523 discloses a steel, to which considerable amounts of Mo and Nb are added, that can secure a proof stress at 600° C. of not less than 70% of the proof stress at room temperature, but it does not describe a proof stress at 700° C. or 800° C.
Furthermore, where the proof stress of a steel at 600° C. is only about 70% of that at room temperature, considering a temperature rise during a fire, though it is possible to reduce the amount of fire-resistant coating, a building structure to which a steel not coated with fire-resistant coating is applicable is limited to an architecture having an open space such as a multi-level car parking tower or an atrium and therefore the application of the steel not coated with a fire-resistant coating is substantially limited.
Japanese unexamined Patent Publication No. H10-68044 discloses a technology that secures a proof stress at 700° C. being not less than 56% of the proof stress at room temperature by making the microstructure of a steel, to which considerable amounts of Mo and Nb are added, composed of a bainite structure, but it does not describe a proof stress at 800° C.
Consequently, though a steel securing a high temperature strength at about 600° C. has already been used in the market and a steel securing a certain strength at 700° C. has been invented in the above examples, it has been difficult to stably produce a practically usable steel that is capable of securing a high temperature strength at a temperature of 700° C. or 800° C.
Meanwhile, the present inventors have recently disclosed a fire-resistant steel withstanding 850° C. in Japanese Unexamined Patent Publication No. 2002-105585. The invented steel secures effective precipitates even at a high temperature and obtains fire resistance at 850° C. by adding comparatively large amounts of alloying elements such as Al, Ti, etc. However, it is not suitable for the steel to be applied to a welded structure.
As it has been explained above, when an ordinary steel is applied to architecture, as the high temperature strength is low. The ordinary steel has not been used without a fire-resistant coating or with a thin fire-resistant coating, and therefore it has had to be coated with an expensive fire-resistant coating.
In addition, even in a fire-resistant steel, the guaranteed fire-resistant temperature has been 600° C. to 700° C. at the highest and therefore the development of a steel that can be used at a temperature of 700° C. or 800° C. without the application of fire-resistant coating and thus allows a fire-resistant coating process to be eliminated, has long been sought for.

DISCLOSURE OF THE INVENTION

The object of the present invention is to provide: a high-tensile-strength steel that is excellent in high temperature strength in the temperature range from 600° C. to 800° C. and in weldability and is used in the field of building construction, civil engineering or the like; and a production method that makes it possible to stably supply the steel in an industrial scale. The gist of the present invention is as follows:
(1) A high-tensile-strength steel excellent in high temperature strength, characterized by containing, in mass, C at not less than 0.005% to less than 0.08%, Si at not more than 0.5%, Mn at 0.1 to 1.6%, P at not more than 0.02%, S at not more than 0.01%, Mo at 0.1 to 1.5%, Nb at 0.03 to 0.3%, Ti at not more than 0.025%, B at 0.0005 to 0.003%, Al at not more than 0.0.6%, and N at not more than 0.006%, with the balance consisting of Fe and unavoidable impurities.
(2) A high-tensile-strength steel excellent in high temperature strength according to the item (1), characterized-by said steel satisfying the expression p≧−0.0029×T+2.48+when the steel temperature T (° C.) is within the range from 600° C. to 800° c., wherein p is a stress drop ratio (a yield stress at a high temperature/a yield stress at room temperature) that is obtained by converting a yield stress normalized by using a yield stress at room temperature.
(3) A high-tensile-strength steel excellent in high temperature strength according to the item (1), characterized in that; said steel comprising a single structure composed of bainite or a composite structure composed of ferrite and bainite at room temperature; the temperature (Ac₁) at which said structure reversely transforms into austenite during high temperature heating corresponding to a fire is higher than 800° C.; and said steel satisfies the expression p≧−0.0029×T+2.48 when the steel temperature T (° C.) is within the range from 600° C. to 800° C., wherein p is a stress drop ratio (a yield stress at a high temperature/a yield stress at room temperature) that is obtained by converting a yield stress normalized by using a yield stress at room temperature.
(4) A high-tensile-strength steel excellent in high temperature strength according to the item (1), characterized in that, in the high temperature range from 600° C. to 800° C.: said steel has such a strength as to satisfy the expression p≧−0.0029×T+2.48 when the steel temperature T (° C.) is within the range from 600° C. to 800° C., wherein p is a stress drop ratio (a yield stress at a high temperature/a yield stress at room temperature) that is obtained by converting a yield stress normalized by using a yield stress at room temperature; said steel has a structure wherein the temperature (Ac₁) at which a single structure composed of bainite or a composite structure composed of ferrite and bainite at room temperature reversely transforms into austenite during high temperature heating corresponding to a fire is higher than 800° C.; one ore more of carbonitrides precipitated phases thermodynamically stable in said single structure composed of bainite or in said composite structure composed of ferrite and bainite is not less than 5×10⁻⁴in terms of a molar fraction; and the total amount of Mo, Nb and Ti that dissolve in the ferrite structure is not less than 1×10⁻³in terms of a molar concentration.
(5) A high-tensile-strength steel excellent in high temperature strength according to the item (1), characterized in that, in the high temperature range from 600° C. to 800° C.: said steel has such a strength as to satisfy the expression p≧−0.0029×T+2.48 when the steel temperature T (° C.) is within the range from 600° C. to 800° C., wherein p is a stress drop ratio (a yield stress at a high temperature/a yield stress at room temperature) that is obtained by converting a yield stress normalized by using a yield stress at room temperature; said steel has a structure wherein the temperature (Ac₁) at which a single structure composed of bainite or a composite structure composed of ferrite and bainite at room temperature reversely transforms into austenite during high temperature heating corresponding to a fire is higher than 800° C.; the average circle equivalent diameter of prior austenite grains in said steel is not more than 120 μm; one or more of carbonitrides precipitated phases thermodynamically stable in said single structure composed of bainite or in said composite structure composed of ferrite and bainite is not less than 5×10⁻⁴in terms of a molar fraction; and the total amount of Mo, Nb and Ti that dissolve in the ferrite structure is not less than 1×10⁻³in terms of a molar concentration.
(6) A high-tensile-strength steel excellent in high temperature strength according to any one of the items (1) to (5), characterized in that the weld cracking susceptibility index PCM of said steel defined by the following expression is not more than 0.20%;
PCM=C+Si/30+Mn/20+Cu/20+Ni/60+Cr/20+Mo/15+V/10+5×B.
(7) A high-tensile-strength steel excellent in high temperature strength according to any one of the items (1) to (6), wherein the steel further containing, in mass, one or more of Ni at 0.05 to 1.0%, Cu at 0.05 to 1.0%, Cr at 0.05 to 1.0%, and V at 0.01 to 0.1%.
(8) A high-tensile-strength steel excellent in high temperature strength according to any one of the items (1) to (7), wherein the steel further containing, in mass: one or more of Ni at 0.05 to 1.0%, Cu at 0.05 to 1.0%, Cr at 0.05 to 1.0%, and V at 0.01 to 0.1%; and additionally one or more of Ca at 0.0005 to 0.004%, REM at 0.0005 to 0.004%, and Mg at 0.0001 to 0.006%.
(9) A high-tensile-strength steel excellent in high temperature strength according to the item (7) or (8), characterized in that, in the high temperature range from 600° C. to 800° C.: said steel has such a strength as to satisfy the expression p≧−0.0029×T+2.48 when the steel temperature T (° C.) is within the range from 600° C. to 800° C., wherein p is a stress drop ratio (a yield stress at a high temperature/a yield stress at room temperature) that is obtained by converting a yield stress normalized by using a yield stress at room temperature; said steel has a structure wherein the temperature (Ac₁) at which a single structure composed of bainite or a composite structure composed of ferrite and bainite at room temperature reversely transforms into austenite during high temperature heating corresponding to a fire is higher than 800° C.; the average circle equivalent diameter of prior austenite grains in said steel is not more than 120 μm; one or more of carbonitrides precipitated phases thermodynamically stable in said single structure composed of bainite or in said composite structure composed of ferrite and bainite is not less than 5×10⁻⁴in terms of a molar fraction; and the total amount of Mo, Nb and Ti that dissolve in the ferrite structure is not less than 1×10⁻³in terms of a molar concentration.
(10) A method for producing a high-tensile-strength steel excellent in high temperature strength, characterized by comprising the steps of: reheating a casting or a slab having a steel composition according to any one of the items (1) to (9) in the temperature range from 1,100° C. to 1,250° C.; hot rolling it in the temperature range of not lower than 850° C. while controlling the cumulative reduction ratio in the temperature range of not higher than 1,100° C. to not less than 30%; finishing the hot rolling, cooling the hot-rolled steel sheet at a cooling rate of not lower than 0.3 K/sec. from the temperature range of not lower than 800° C. to the temperature range of not higher than 650° C.; and thus making the microstructure of the steel comprising a single structure composed of bainite or a composite structure composed of ferrite and bainite.
(11) A high-tensile-strength steel excellent in high temperature strength, characterized by: comprising, in mass, C at not less than 0.005% to less than 0.08%, Si at not more than 0.5%, Mn at 0.1 to 1.6%, P at not more than 0.02%, S at not more than 0.01%, Mo at 0.1 to 1.5%, Nb at 0.03 to 0.3%, Ti at not more than 0.025%, B at 0.0005 to 0.003%, Al at not more than 0.06%, and N at not more than 0.006%, with the balance consisting of Fe and unavoidable impurities; having a structure wherein the temperature (Ac₁) at which a composite structure composed of ferrite and bainite, the composite structure having a bainite fraction being in the range from 20 to 95% at room temperature, reversely transforms into austenite during high temperature heating corresponding to a fire is higher than 800° C.; and having a low yield ratio.
(12) A high-tensile-strength steel excellent in high temperature strength according to the item (11), wherein the steel further containing, in mass, one or more of Ni at 0.05 to 1.0%, Cu at 0.05 to 1.0%, Cr at 0-05 to 1.0%, and V at 0.01 to 0.1%.
(13) A high-tensile-strength steel excellent in high temperature strength according to the item (11) or (12), wherein the steel further containing, in mass: one or more of Ni at 0.05 to 1.0%, Cu at 0.05 to, 1.0%, Cr at 0.05 to 1.0%, and V at 0.01 to 0.1%; and additionally one or more of Ca at 0.0005 to 0.004%, REM at 0.0005 to 0.004%, and Mg at 0.0001 to 0.006%.
(14) A method for producing a high-tensile-strength steel excellent in high temperature strength, characterized by comprising the steps of: reheating an ingot or a slab having a steel composition according to any one of the items (11) to (13) in the temperature range from 1,100° C. to 1,250° C.; hot rolling it in the temperature of not lower than 850° C. while controlling the cumulative reduction ratio in the temperature of not higher than 1,100° C. to not less than 30%; finishing the hot rolling, cooling the hot-rolled steel sheet at a cooling rate of not lower than 0.3 K/sec. from the temperature of not lower than 800° C. to the temperature of not higher than 650° C.; thus making the microstructure of the steel comprising a single structure composed of bainite or a composite structure composed of ferrite and bainite; forming a structure wherein the temperature (Ac₁) at which a microcomposite structure composed of ferrite and bainite, the composite structure having a bainite fraction being in the range from 20 to 95% at room temperature, reversely transforms into austenite during high temperature heating corresponding to a fire is higher than 800° C.; and securing a low yield ratio.

BEST MODE FOR CARRYING OUT THE INVENTION

The present inventors have proposed steels excellent in high temperature strength at 600° C. and 700° C. and the steels excellent in high temperature strength at 600° C. have already been used in various fields including building construction. However, there is a very strong demand in the market for a steel withstanding a still higher temperature. At the same time, there also is a strong demand for a steel excellent in high temperature strength to have a still higher strength.
In a fire resistance design, a steel is well accepted as long as the steel maintains high strength for the duration of a fire. That is, it is not necessary to consider such long lasting strength as required of a conventional heat-resistant steel and a steel is well accepted as long as the yield strength of the steel is maintained for a relatively short time at a high temperature. For example, a steel can be sufficiently used as a fire-resistant steel withstanding 800° C. as long as the yield strength of the steel is secured for a short retention time of about 30 minutes at a high temperature of 800° C.
The performance of a conventional fire-resistant steel has been regulated so that a yield strength at a high temperature is not less than two-thirds of that at room temperature. However, considering the fact that the range of the strength of a steel in the actual design of a steel construction is about 0.2 to 0.4 time the lower limit of the yield strength at room temperature, it is necessary for the steel to satisfy the expression p≧−0.0029×T+2.48 when the steel temperature T (° C.) is within the range from 600° C. to 800° C., wherein p is a stress drop ratio (a yield stress at a high temperature/a yield stress at room temperature) that is obtained by converting a yield stress normalized by using a yield stress at room temperature.
In order to further enhance high temperature strength, it is effective to promote the precipitation of carbonitrides that are stable at a high temperature and make a microstructure consist of bainite by the combined addition of Mo and Nb. In order to enhance strength at room temperature and emphasize the properties as a high-tensile-strength steel, a microstructure may be made composed of a single structure of bainite.
However, since a strength at room temperature increases as the fraction of hard bainite increases, when the upper limit of a yield ratio (YR) is regulated, it is desirable to make the microstructure of a steel comprising a single structure composed of bainite or a composite structure composed of ferrite and bainite that has an adequate bainite fraction, in accordance with the required properties including a strength at room temperature.
In order to produce a proper microstructure and obtain a strength in the prescribed range at room temperature, it is effective to lower a C content. A low C content has the effects of enhancing the thermodynamic stability of bainite or a composite structure composed of ferrite and bainite at a high temperature and also raising the temperature (Ac₁) at which a structure reversely transforms into austenite. However, in this case, it has been clarified that the microstructure and the steel properties are apt to be influenced by rolling conditions and subsequent cooling conditions and a stable production is hardly obtained.
To address the problems, the present inventors investigated the control of a microstructure and the enhancement of high temperature strength, as a result, found that an appropriate the amount B addition was effective for the stabilization of production, and established the present invention.
A steel in this category is generally required to have such weldability as required of a conventional steel for a welded structure since the steel may be used for a welded structure, and therefore it has been a very difficult challenge to achieve such a steel excellent in strength at a high temperature of 700° C. to 800° C.
The present inventors carried out intensive studies to solve the problem, and found that, in order to obtain a high temperature strength in the temperature range from 700° C. to 800° C., it was effective to enhance precipitation hardening of a steel by the combined addition of alloying elements such as Mo, Nb, V, Ti, etc., in order to increase dislocation density by making a microstructure composed of bainite, and further to delay the recovery of the dislocation by dissolved Mo, Nb and V and somewhat by dissolved Ti.
The present inventors further found that, in order to simultaneously secure all of a strength at 700° C. to 800° C., a strength at room temperature, and a desired a stress drop ratio p from room temperature to a high temperature, it was important to make a microstructure comprising a composite structure composed of ferrite and bainite or a single structure composed of bainite and, at the same time, to obtain the thermal stability of the matrix structure at a high temperature and the adequate effects of conformable precipitation hardening and dislocation recovery delay by controlling the amounts of alloying elements addition in appropriate amounts. Furthermore, in order to secure a low yield ratio, it is necessary to make a microstructure comprising an adequate composite structure composed of ferrite and bainite.
In general, the yield strength of a steel begins to drop sharply from a temperature close to 450° C. This is because, as a temperature rises, thermal activation energy drops and resistance to dislocation slip movement, which has been effective at a low temperature, becomes ineffective.
Generally speaking, Cr carbide, Mo carbide and the like, which are utilized for strengthening a steel in a temperature of around lower than 700° C., function as effective resistance to dislocation slip movement up to a high temperature of about 600° C., but they dissolve again at a high temperature of 800° C. or so and therefore can scarcely maintain the strengthening effect.
The present inventors investigated single or composite structures of various precipitates having higher stability at a high temperature. As a result, it was found that precipitates formed by combining Mo with Nb, Ti and V had high stability at a high temperature and also a high strengthening effect at 700° C. to 800° C. That is, precipitates formed by combining Mo with Nb, Ti and V precipitate finely during reheating, for example during temperature rise at a fire, by: adding appropriate amounts of Mo, Nb, Ti and V; keeping a heating temperature high at hot rolling; thus making those elements dissolve sufficiently; also introducing proper structure after hot rolling having a high dislocation density; and, by so doing, securing precipitation sites where precipitates can occur.
Even such composite precipitates grow and coarsen while a steel is retained at 700° C. to 800° C. and the strengthening effect decreases before long. However, when such composite precipitates exist densely and finely dispersed manner, a desired level of yield strength can sufficiently be obtained at 700° C. to 800° C. as long as the retention time is about 30 minutes.
In addition, Mo, Nb, V and Ti dissolved in a BCC phase are effective for the delay of dislocation recovery and have the effect of raising the temperature at which a sharp drop of yield strength commences. The present inventors obtained the following discovery as a result of variously studying in detail the effect of those high temperature strengthening factors on yield stress at 700° C. to 800° C. That is, in order that a steel satisfies the expression p≧−0.0029×T+2.48 when the steel temperature T (° C.) is within the range from 700° C. to 800° C., namely the stress drop ratio is not less than 45% at 700° C. and not less than 16% at 800° C., wherein p is a yield stress drop ratio from room temperature to a high temperature (a yield stress at a high temperature/a yield stress at room temperature), it is necessary that, in the temperature range, carbonitrides compositely containing Mo, Nb, V and Ti are not less than 5×10⁻⁴in terms of a molar fraction and the total amount of Mo, Nb, V and Ti that dissolve in a BCC phase is not less than 1×10⁻³in terms of a molar concentration.
The composition of a composite carbonitride precipitates that are important for the securing a high temperature strength can easily be identified by analysis with, for example, an electron microscope or an EDX. The amount of a thermodynamically stable precipitates that are formed equilibriously and the amounts of alloying elements that dissolve in a BCC phase can easily be calculated from the amounts of the alloying elements addition by using a commercially available software for a thermodynamic computation database or the like.
However, even when precipitates themselves are stable, if a base steel transforms due to a temperature rise, the coherency between the precipitates and the matrix is lost, they become incoherent, and thus the strengthening function of the precipitates deteriorates sharply. That is, in order to make use of the strengthening effect of composite precipitates that are stable even at a high temperature, it is essential for a steel that the base steel structure of the matrix does not transform even at 800° C. which is a designed temperature.
For that reason, concretely, it is necessary to control the Ac₁transformation temperature of a steel to not lower than 800° C. by adjusting alloying elements, for example by lowering the amount of Mn addition that has a function of forming austenite.
Further, the concept of the present invention is to enhance strengthening at a high temperature by utilizing precipitates and dissolved elements and, thus, the amounts of addition alloying elements, such as Cr, Mn and Mo, that have so far been added abundantly to a conventional steel for high temperature use can rather be restrained at a low level. Therefore, it is possible to design alloy addition so as not to deteriorate weldability.
Note that, as a steel comprising a single structure composed of bainite has a high strength, the condition of a low yield ratio that is required of a steel for building construction cannot necessarily be satisfied. In order to cope with that, when a low yield ratio is required of a steel according to the present invention, a microstructure is made comprising composite structure composed of ferrite and bainite and the bainite fraction is controlled in the range from 20 to 95%. The reason is that an excessive ferrite fraction in a microstructure makes it difficult to secure strength both at room temperature and at a high temperature by increasing the amounts of alloying elements addition.
The reasons for regulating the components in the present invention are explained hereunder. Here, % means a percent in terms of mass.
C is an element that affects the properties of a steel most conspicuously and is essential for the formation of composite precipitates (carbides) with Mo, Nb, Ti and V. Therefore, a C amount of at least 0.005% is necessary. If a C amount is less than the amount, the is strength of a steel is insufficient. However, when C is added in excess of 0.08%, the Ac₁transformation temperature lowers, and therefore strength at 800° C. is hardly obtained and toughness also deteriorates. For those reasons, a C amount is limited in the range from 0.005 to 0.08%. Further, it is preferable to limit a C amount to less than 0.04% in order to keep the matrix composed of ferrite and bainite thermodynamically stable during high temperature heating corresponding to a fire, to maintain the coherency of the matrix with carbonitride precipitates compositely containing MO, Nb, V and Ti, and thus secure the strengthening effect.
Si is an element contained in a steel as a deoxidizing agent and is effective in enhancing the strength of a steel at room temperature as it has a function of strengthening a steel by acting as substitutional solution hardening. However, Si does not have the effect of enhancing strength particularly at a high temperature exceeding 600° C. If Si is added abundantly, weldability and HAZ toughness deteriorate, and therefore the upper limit of an Si amount is limited to 0.5%. A steel can be deoxidized only by Ti and/or Al, and therefore it is preferable that an Si amount is as low as possible from the viewpoint of HAZ toughness and hardenability. Therefore, Si may not necessarily be added.
Mn is an element indispensable for securing strength and toughness. Mn is a substitutional solution hardening element and therefore it is effective for the enhancement of strength at room temperature. However, Mn does slight contribution to increase high temperature strength exceeding 600° C. For that reason, in a steel containing a comparatively large amount of Mo, such as a steel according to the present invention, an Mn amount is limited to not more than 1.6% from the viewpoint of the improvement of weldability, namely the lowering of a PCM value. To control the upper limit of a Mn amount to a low level is advantageous also from the viewpoint of the control of the segregation at the center of a continuously cast slab. Further, in order to control the Ac₁transformation temperature to not lower than 800° C., the addition of Mn must be restrained and it is desirable to set the upper limit at 0.9%. The lower limit of an Mn amount is not particularly regulated, but it is desirable to add Mn by not less than 0.1% from the viewpoint of the securing of the strength and toughness of a steel.
In order to obtain an appropriate fraction of a bainite structure, a cooling rate must be not lower than 0.3 K/sec. in the temperature range from 800° C. to 650° C. after the completion of hot rolling. That is, a comparatively thin steel sheet less than about 25 mm in thickness must be produced through an air cooling process or an accelerated cooling (water cooling) process, and a comparatively thick steel sheet more than about 25 mm in thickness must be produced through an accelerated cooling (water cooling) process.
P is an impurity in a steel according to the present invention and the reduction of a P amount tends to reduce intergranular fracture at a HAZ. Therefore, it is preferable that a P amount is as small as possible. When a P amount is high, the low temperature toughness of a steel and a weld deteriorate. For that reason, the upper limit of a P amount is set at 0.02%.
S, like P, is an impurity in a steel according to the present invention and therefore it is preferable that an S amount is as small as possible from the viewpoint of the low temperature toughness of a base steel. When an S amount is high, the low temperature toughness of a base steel and a weld deteriorate. For that reason, the upper limit of an S amount is set at 0.01%.
Mo is a basic element that constitutes composite precipitates which enhance high temperature strength and thus is an essential element in a steel according to the present invention. It is necessary to add Mo by not less than 0.1% in order to obtain composite precipitates formed by combining Mo with Nb and Ti or composite precipitates formed by combining Mo with Nb, Ti and V at a high density and thus enhance high temperature strength. On the other hand, when Mo is added in excess of 1.5%, the uniformity of the properties of a steel is hardly controlled, the toughness of a weld heat-affected zone deteriorates, and also the economical efficiency is lost. For those reasons, an addition amount of Mo is limited in the range from 0.1 to 1.5%, preferably from 0.2 to 1.1%.
Nb is an element that contributes important roles in securing strength at a high temperature of 700° C. or 800° C. in a steel according to the present invention to which a comparatively large amount of Mo is added. Firstly, in general, Nb is an element that is useful for raising the recrystallization temperature of austenite and exhibiting the effect of controlled rolling during hot rolling to the maximum. Secondly, Nb contributes to the grain size refinement of austenite in a heated steel at reheating prior to hot rolling, normalizing or quenching.
In addition, Nb has the effect of enhancing strength by precipitation hardening, and also contributes to the enhancement of high temperature strength by the combined addition with Mo. When the amount of Nb addition is less than 0.03%, the effect of precipitation hardening is insufficient in the temperature range from 700° C. to 800° C., and therefore it is preferable to add Nb by not less than 0.1%. On the other hand, when an Nb amount exceeds 0.2%, the toughness of a steel may deteriorate, and therefore the upper limit of an Nb amount is set at 0.3%. Consequently, a Nb amount is limited in the range from 0.03 to 0.3%.
Ti, like Nb, is also effective for the enhancement of high temperature strength. When severe toughness is required of a steel and a weld in particular, it is desirable to add Ti. The reason is that, when an Al amount is small (not more than 0.003%, for example), Ti forms precipitates mainly composed of Ti₂O₃by combining with O, the precipitates act as nuclei for forming intragranular transformed ferrite, and that improves toughness at a weld. Another reason is that Ti forms TiN in the slab by combining with N, restrains the coarsening of γ grains during reheating, and thus is effective for the microstructure refinement after hot rolling, and further that fine TiN remaining in a steel sheet refines microstructure of a heat-affected zone at welding. A Ti amount of at least 0.005% is necessary in order to secure those effects. However, when a Ti amount is excessive, Ti forms TiC and then deteriorates low temperature toughness and weldability. For that reason, a Ti amount is preferably not more than 0.02%; the upper limit thereof is 0.025%.
B is very important in controlling strength through the control of the fraction of bainite formed. That is, B is effective in improving hardenability by segregating at the grain boundaries of austenite and restraining ferrite formation, and forming bainite stably even when a cooling rate is comparatively low as in air cooling. A B amount of at least 0.0005% is necessary in order to secure the above effects. However, if an addition amount of B is excessive, not only the effect of improving hardenability is saturated but also B precipitates that cause the embrittlement of prior austenite grain boundaries and are detrimental to toughness may form. Therefore, the upper limit of a B amount is set at 0.003%.
Al is an element generally contained in a steel as a de oxidizing agent. However, only Si or Ti can play the role of deoxidization sufficiently and thus the lower limit of an Al amount is not specified in the present invention (including the case of an Al amount is zero). On the other hand, if an Al amount is excessive, not only the cleanliness of a steel deteriorates but also the toughness of a weld metal deteriorates. Therefore, the upper limit of an Al amount is set at 0.06%.
N is an element that is contained in a steel as an unavoidable impurity and the lower limit of an N amount is not particularly specified. However, the increase of an N amount is extremely detrimental to toughness at a HAZ and weldability. Therefore, the upper limit thereof is set at 0.006% in a steel according to the present invention.
Next, the reasons for specifying the addition and the ranges of the addition amounts of Ni, Cu, Cr, V, Ca, REM and Mg, which may be contained in a steel as occasional demands, are explained hereunder. The main object of further adding those elements in addition to the basic components is to improve properties such as strength, toughness and the like with the excellent features of a steel according to the present invention not harmed. Accordingly, the addition amounts thereof should be restricted spontaneously.
Ni enhances the strength and toughness of a steel while weldability and toughness at a HAZ are not badly affected. In order to secure those effects, Ni must be added by at least not less than 0.05%. On the other hand, if Ni is added excessively, not only economical efficiency is harmed but also weldability is adversely affected, and therefore the upper limit of an Ni amount is set at 1.0%.
Cu exhibits almost the same effects and roles as Ni. An excessive addition of Cu causes the deterioration of weldability and the generation of Cu-induced cracks during hot rolling which makes the production difficult, and therefore the upper limit of a Cu amount is set at 1.0%. The lower limit of a Cu amount should be the least amount in which a substantial effect is obtained and thus is set at 0.05%.
Cr enhances both the strength and the toughness of a steel. However, if an addition amount of Cr is excessive, the toughness and weldability of both a base steel and a weld are deteriorated, and therefore a Cr amount is limited in the range from 0.05 to 1.0%.
The aforementioned Cu, Ni and Cr are effective in not only the strength and toughness of a steel but also the weather resistance thereof. For those purposes, it is preferable to add the elements within the range where weldability is not hindered.
V has almost the same function of composite precipitation as Nb has, but the effect thereof is smaller than that of Nb. Further, V influences hardenability and also contributes to the enhancement of high temperature strength. The same effect as Nb is hardly obtained with a V addition amount of less than 0.01%. On the other hand, if the amount of V addition is excessive, the toughness of a steel deteriorates sometimes. Therefore, the lower and upper limits of a V amount in a steel according to the present invention are set at 0.01% and 0.1%, respectively.
Ca and REM combine with S, which is an impurity, and have the functions of enhancing toughness and restraining cracks induced by dispersed hydrogen at a weld. However, if their amounts are excessive, coarse inclusions are formed and they exert harmful influence. Therefore, the adequate content of Ca or REM is 0.0005 to 0.004%.
Mg has the functions of, restraining the growth of austenite grains and fractionizing them at a heat-affected zone, and enhances toughness at a weld. In order to secure those effects, a Mg addition of not less than 0.0001% is necessary. On the other hand, if the Mg addition increases, the degree of the effects to the increase of the addition amount decreases and economical efficiency is harmed. Therefore, the upper limit of an Mg amount is set at 0.006%.
Now, it is also an effective means for improving the properties of a steel according to the present invention to secure high temperature strength by adding an appropriate amount of W in the same effect as the addition of Mo, Nb and V. A W amount of at least 0.01% is necessary in order to obtain the effect. However, if a W amount exceeds 1%, the effect is saturated and, therefore, the upper limit thereof is set at 1% from the economical efficiency viewpoint.
Further, in order to secure a low cracking susceptibility at room temperature and make welding without preheating viable, a PCM value is limited to not more than 0.20%. PCM is an index that represents weldability and, as a PCM value decreases, weldability improves. In a steel according to the present invention, an excellent weldability can be secured as long as a PCM value is not more than 0.20%. Here, the weld cracking susceptibility index. PCM is defined by the following expression;
PCM=C+Si/30+Mn/20+Cu/20+Ni/60+Cr/20+Mo/15+V/10+5×B.
In addition, the diameter of prior austenite grains in a finally transformed structure is limited to not larger than 150 μm in terms of an average circle-equivalent diameter at the position in the depth of one-fourth of the sheet thickness on a cross section in the direction of the final hot rolling of a steel sheet. The reason is that a prior austenite grain diameter significantly influences toughness together with a microstructure and it is very important and essential to control the prior austenite grain diameter to as small as possible, particularly in order to enhance the toughness of such a Mo-added steel according to the present invention. The reason for limiting a prior austenite grain diameter as stated above, which has been clarified on the basis of the results of the experiments that have been carried out by the present inventors with production conditions variously changed, is that toughness comparable with that of a steel having a lower Mo amount than a steel according to the present invention can be secured as long as the prior austenite grain diameter is not larger than 120 μm in terms of an average circle-equivalent diameter. Here, there are not a few cases where prior austenite grains are hard to identify in those cases, an average circle-equivalent diameter can be obtained by: using a notched impact test piece with that is cut out from a position the center of which is in the depth of one-fourth of the sheet thickness in a direction perpendicular to the final hot rolling direction of a steel sheet, for example a JIS 22202 No. 4 test piece (with 2 mm V-notch); defining a unit of fractured faces caused by the brittle fracture of the test piece at a sufficiently low temperature as an effective grain diameter that can be regarded as a prior austenite grain diameter; and measuring the average circle-equivalent diameter of the units. In those cases too, the value must be not larger than 150 μm.
With regard to a method for producing a high-tensile-strength steel excellent in high temperature strength according to the present invention, it is preferable that a reheating temperature is high when a slab or an ingot is rolled in order to sufficiently dissolve Mo, Nb, Ti and V. However, the reheating temperature is limited in the range from 1,100° C. to 1,250° C. from the viewpoint of the securement of the toughness of a steel.
Thereafter, the reheated slab or ingot is subjected to hot rolling while an cumulative reduction ratio of not less than 30% relative to the finish-rolled sheet thickness is secured in a temperature range of not higher than 1,100° C., and then the hot rolling is completed at a temperature not lower than 850° C. If reduction in a low temperature range is excessive, ferrite transformation is accelerated, a ferrite fraction becomes excessive, thus strength is hardly secured, further Nb, Ti and v precipitate as carbides during the hot rolling, and thus necessary amounts of dissolved Mo, Nb, Ti and v are not obtained. For those reasons, the lower limit of a hot rolling finishing temperature is 850° c.. On the other hand, if hot rolling is completed at a temperature exceeding 1,100° C., toughness is insufficient, and therefore the upper limit of a hot rolling finishing temperature is set at 1,100° C.
After the completion of the hot rolling, the resultant steel sheet is cooled at an average cooling rate of not less than 0.3 K/sec., which is measured on the surface of the steel sheet, in the temperature range from not lower than 800° C. to not higher than 650° C. in terms of the temperature of the steel sheet surface. The object is to obtain a microstructure, after hot rolling, that abundantly contains deformation bands and dislocations acting as the sites of precipitation, and then, by freezing those with water cooling, to obtain composite precipitates at a high density, the composite precipitates being formed by combining Mo with Nb, Ti and V and, during reheating, being kept fine and coherent to the matrix.
Note that, even though a steel according to the present invention is reheated after it is produced to a temperature not higher than the Ac₁transformation temperature with the aim of dehydrogenation or the like, the features of the steel according to the present invention are not harmed at all.
A steel sheet may be subjected to tempering treatment in a temperature of not higher than 500° C. for not longer than 30 minutes after water cooling.
Further, a steel according to the present invention can sufficiently enjoy the advantages even when it is used in the form of such a steel as a heavy steel plate, a steel pipe, a steel sheet, a section steel or the like.

EMBODIMENT

Steel sheets (15 to 50 mm in thickness) having various steel components were produced through the processes of a converter, continuous casting and plate rolling, and the strength, toughness, yield strength at 700° C. and 800° C., occurrence of root cracks during the y-crack test without preheating (at room temperature) and the like of the resultant steel sheets were investigated.
The steel components of the invention steels together with the comparative steels are shown in Tables 1 and 2, the production conditions and the microstructures of the steel sheets in Table 3, and the results of investigating the various properties in Table 4.
In cases of the invention steels Nos. 1 to 9, all the microstructures comprising the composite structures composed of ferrite and bainite and the average circle-equivalent diameters of prior austenite grains were not larger than 120 μm. Thus obtained yield strength ratios were excellent; 64% and 23% at 700° C. and 800° C., respectively.
In cases of the invention steels NOS. 10 to 18, each of the microstructures comprising a single structure composed of bainite or a composite structure composed of ferrite and bainite and the average circle-equivalent diameters of prior austenite grains were not larger than 120 μm. Thus obtained yield strength ratios were excellent; 61% and 25% at 700° C. and 800° C., respectively.
In case of the comparative steel No. 19, the C amount was excessive and the temperature Ac₁at which the structure begun to reversely transform into austenite was not higher than 800° C. Therefore, though the high strength was obtained at room temperature, the ratio (p) of the yield strength at the high temperature to that at room temperature was less than the value defined by the expression −0.0029×T+2.48.
In case of the comparative steel No. 20, the C amount was insufficient, the yield strength was insufficient as a steel of 490 MPa class, the amount of the composite carbonitrides formed in the high temperature of not lower than 600° C. was less than 5×10⁻⁴, and also the ratio (p) of the yield strength at the high temperature to that at room temperature was less than the value defined by the expression −0.0029×T+2.48.
In case of the comparative steel No. 21, the Mn amount exceeds 1.6%, therefore the Ac₁temperature was lower than 800° C., and the ratio (p) of the yield strength at the high temperature to that at room temperature is less than the value defined by the expression −0.0029×T+2.48 in the temperature range of not lower than 700° C.
In case of the comparative steel No. 22, the Mn amount was less than 0.1%, therefore the effect of solution hardening was insufficient at room temperature, and thus the yield strength and the tensile strength at room temperature were lower than the relevant lower limits of the standard values of a 490 MPa class steel.
In case of the comparative steel No. 23, the P amount exceeds 0.02%, and therefore both the ductile-brittle transition temperature of the base steel and the absorbed energy of the reproduced HAZ at 0° C. deteriorate.
In case of the comparative steel No. 24, the S amount exceeds 0.01%, and therefore both the ductile-brittle transition temperature of the base steel and the absorbed energy of the reproduced HAZ at 0° C. deteriorated, similarly to the comparative steel No. 23.
In case of the comparative steel No. 25, the amount of Mo dissolved in both the carbonitrides precipitated phases and the BCC phase was insufficient due to the insufficient amount of Mo addition, and therefore the resultant ratio of yield strength at a high temperature of 800° C. to that at room temperature was as low as 15% though the strength at room temperature was good.
In case of the comparative steel No. 26, the Mo amount is excessive and, therefore, the unevenness of the base steel properties increases and the root cracks occurred in the y-crack test without preheating in spite of the fact that the weld cracking susceptibility index PCM was 0.18%. In addition, the absorbed energy of the reproduced HAZ was low.
In case of the comparative steel No. 27, the Nb amount was insufficient, the effect of precipitation hardening is not obtained sufficiently at 700° C. and 800° C., and therefore the ratio (p) of the yield strength at the high temperature to that at room temperature was less than the value defined by the expression −0.0029×T+2.48.
In case of the comparative steel No. 28, the Nb amount was excessive, and therefore the absorbed energy of the reproduced HAZ was low though the high temperature strength is enhanced.
In case of the comparative steel No. 29, the γ grains were coarse, and therefore the absorbed energy of the reproduced HAZ was low.
In case of the comparative steel No. 30, the Ti amount was excessive, and therefore both the ductileness-brittleness transition temperature of the steel and the absorbed energy of the reproduced HAZ deteriorated.
In case of the comparative steel No. 31, the addition amount of B was insufficient, a sufficient hardenability cannot be obtained, the bainite fraction of the microstructure was too small, and therefore the yield strength at room temperature was lower than the lower limit of the standard value of a 490 MPa class steel.
In case of the comparative steel No. 32, the addition amount of B was excessive, and therefore the ductile-brittle transition temperature of the base steel was close to 0° C. and the absorbed energy of the reproduced HAZ is low.
In case of the comparative steel No. 33, the Al amount exceeded 0.06% and, therefore, the ductile-brittle transition temperature of the base steel was close to 0° C. and the toughness of the reproduced HAZ was low.
In case of the comparative steel No. 34, the N amount exceeded 0.006%, and therefore the toughness of the reproduced HAZ was low.
In case of the comparative steel No. 35, the PCM value exceeded 0.20% and the root cracks occurred in the y-crack test without preheating. In addition, the absorbed energy of the reproduced HAZ was low.
In case of the comparative steel No. 36, the reheating temperature was lower than 1,100° C., and therefore the added alloying elements did not dissolve in austenite during the reheating, a sufficient precipitation hardening effect was not obtained, and the ratio (p) of the yield strength at the high temperature to that at room temperature was less than the value defined by the expression −0.0029×T+2.48, though both the yield strength and the tensile strength at room temperature were good.
In case of the comparative steel No. 37, the reheating temperature exceeded 1,250° C., and therefore austenite grains became coarsen during the reheating and the absorbed energy of the reproduced HAZ was low.
In case of the comparative steel No. 38, the cumulative reduction ratio at not higher than 1,100° C. was less than 30%, and therefore the prior austenite grains were coarse and the toughness of the reproduced HAZ was low.
In case of the comparative steel No. 39, the hot rolling was applied in a temperature of lower than 850° C., and therefore the precipitation of Nb, Ti and V was accelerated, a sufficient precipitation hardening was not obtained, and the ratio (p) of the yield strength at the high temperature to that at room temperature was less than the value defined by the expression −0.0029×T+2.48, though the strength at room temperature fulfills the standard of a 490 MPa class steel.
In case of the comparative steel No. 40, the reheating temperature was as high as 1,250° C., and therefore the austenite grains after the completion of the hot rolling were coarse; larger than 120 μm, and the toughness of the base steel was low.
In case of the comparative steel No. 41, though it was attempted to raise the strength at room temperature by applying the water cooling after the hot rolling, the cooling rate in the vicinity of the γ-α transformation temperature was insufficient at the portion in the depth of one-fourth of the sheet thickness because of the large sheet thickness. Therefore, the ferrite fraction was excessive (the ferrite fraction exceeding 80% and the bainite fraction being less than 20%), the solid solution strengthening effect at room temperature was insufficient, and thus the tensile strength at room temperature was lower than the lower limit of the standard value of a 490 MPa class steel for building construction.

In case of the-comparative steel No. 42, the sheet thickness was thicker than 25 mm, and therefore it was attempted to secure a cooling rate of not less than 0.3 K/sec. by applying-accelerated cooling. However, the temperature at the start of water cooling was lower than 700° C., the cooling rate during the time period from the completion of the-hot rolling to the start of the cooling (at 690° C.) is less than 0.3 K/sec., and the transformation of ferrite proceeds before the start of the water cooling. As a result, the bainite fraction was less than 20% and the tensile strength at room temperature was lower than 490 MPa.

	TABLE 1


	Chemical components (mass %)

Classification	Steel No.	C	Si	Mn	P	S	Mo	Nb	B	Al	N

Invention steel	1	0.018	0.33	0.15	0.0061	0.0026	1.29	0.040	10	0.031	30
	2	0.010	0.14	0.18	0.0042	0.0025	0.80	0.039	12	0.004	53
	3	0.008	0.12	0.33	0.0075	0.0028	0.50	0.120	25	0.035	34
	4	0.016	0.12	0.30	0.0034	0.0077	1.10	0.040	11	0.033	32
	5	0.025	0.10	0.38	0.0041	0.0040	1.12	0.036	6	0.003	42
	6	0.018	0.14	0.20	0.0083	0.0050	0.60	0.050	10	0.004	26
	7	0.013	0.19	0.40	0.0015	0.0033	0.40	0.140	11	0.020	52
	8	0.016	0.08	0.29	0.0039	0.0049	0.50	0.056	10	0.035	26
	9	0.017	0.15	0.22	0.0062	0.0065	1.10	0.055	11	0.022	47
	10	0.018	0.33	0.55	0.0061	0.0026	1.29	0.040	10	0.031	30
	11	0.033	0.09	0.70	0.0075	0.0033	1.20	0.055	11	0.020	52
	12	0.016	0.12	0.60	0.0034	0.0077	1.10	0.040	11	0.033	32
	13	0.040	0.11	1.35	0.0042	0.0055	0.45	0.120	16	0.006	45
	14	0.049	0.04	0.45	0.0041	0.0061	1.18	0.039	12	0.044	29
	15	0.028	0.04	1.49	0.0070	0.0050	1.10	0.025	12	0.012	37
	16	0.027	0.05	0.50	0.0059	0.0055	1.40	0.040	9	0.004	38
	17	0.018	0.05	1.20	0.0084	0.0030	0.70	0.077	26	0.030	33
	18	0.032	0.04	0.60	0.0052	0.0025	1.30	0.050	11	0.030	29

Chemical components (mass %)

1)

2)

Classification	Steel No.	Ni	Cu	Cr	Ti	V	Ca	REM	Mg	PCM	Ceq

Invention steel	1									0.128	0.379
	2			0.52	0.007					0.109	0.350
	3			0.30	0.015					0.089	0.253
	4				0.020		0.0015			0.114	0.346
	5				0.009	0.033				0.128	0.375
	6					0.058				0.097	0.261
	7	0.61			0.012					0.082	0.203
	8				0.021	0.045			0.0030	0.076	0.196
	9				0.015					0.112	0.335
	10									0.148	0.446
	11	0.61								0.167	0.469
	12				0.020		0.0015			0.129	0.396
	13				0.015	0.045	0.0018			0.154	0.385
	14							0.0011		0.158	0.421
	15				0.012	0.060				0.189	0.557
	16		0.30							0.167	0.462
	17				0.011				0.0015	0.139	0.395
	18		0.66		0.012					0.189	0.459

1) PCM = C + Si/30 + Mn/20 + Cu/20 + Ni/60 + Cr/20 + Mo/15 + V/10 + 5 × B
2) Ceq = C + Mn/6 + Si/24 + Ni/40 + Cr/5 + Mo/4 + V/14
*B and N are expressed in terms of ppm.

	TABLE 2


	Chemical components (mass %)

Classification	Steel No.	C	Si	Mn	P	S	Mo	Nb	B	Al	N

Comparative Steel	19	0.082	0.10	0.38	0.0040	0.0032	0.80	0.048	10	0.003	42
	20	0.004	0.15	0.28	0.0041	0.0025	0.60	0.045	12	0.004	53
	21	0.015	0.05	1.93	0.0049	0.0040	1.12	0.038	6	0.003	42
	22	0.010	0.12	0.90	0.0042	0.0028	0.80	0.039	10	0.004	53
	23	0.019	0.14	0.21	0.0220	0.0050	1.10	0.052	10	0.004	26
	24	0.014	0.20	0.50	0.0002	0.0120	1.30	0.077	18	0.030	33
	25	0.016	0.12	0.30	0.0039	0.0077	0.25	0.040	11	0.033	32
	26	0.014	0.20	0.80	0.0082	0.0030	1.60	0.076	15	0.030	33
	27	0.018	0.18	0.60	0.0053	0.0026	1.26	0.024	0	0.000	44
	28	0.022	0.14	0.78	0.0061	0.0049	1.06	0.160	8	0.004	24
	29	0.018	0.18	0.72	0.0052	0.0025	1.24	0.033	8	0.008	44
	30	0.016	0.08	0.40	0.0034	0.0047	1.01	0.056	10	0.035	26
	31	0.025	0.10	0.51	0.0040	0.0041	1.12	0.038	3	0.003	42
	32	0.012	0.12	0.33	0.0072	0.0027	0.60	0.090	34	0.035	34
	33	0.016	0.08	3.29	0.0036	0.0049	1.01	0.056	10	0.065	26
	34	0.011	0.14	0.22	0.0042	0.0020	1.10	0.039	12	0.004	53
	35	0.020	0.28	0.64	0.0050	0.0025	1.21	0.050	18	0.030	29
	36	0.016	0.14	0.62	0.0082	0.0051	1.20	0.055	15	0.007	26
	37	0.014	0.16	1.20	0.0093	0.0000	1.18	0.040	9	0.006	36
	38	0.014	0.20	1.20	0.0081	0.0080	1.18	0.040	9	0.006	36
	39	0.014	0.20	1.20	0.0081	0.0080	1.18	0.048	9	0.006	36
	40	0.008	0.12	0.33	0.0073	0.0042	0.40	0.080	20	0.035	20
	41	0.018	0.15	0.55	0.0061	0.0038	1.32	0.055	15	0.004	40
	42	0.016	0.08	0.48	0.0052	0.0025	0.90	0.050	11	0.030	29

Chemical components (mass %)

1)

2)

Classification	Steel No.	Ni	Cu	Cr	Ti	V	Ca	REM	Mg	PCM	Ceq

Comparative Steel	19				0.009					0.163	0.350
	20									0.069	0.207
	21				0.009					0.177	0.572
	22			0.55	0.007					0.145	0.475
	23				0.012	0.050				0.118	0.338
	24					0.042			0.0016	0.146	0.434
	25				0.020					0.057	0.134
	26				0.011	0.044			0.0015	0.179	0.559
	27				0.008					0.142	0.441
	28								0.014	0.140	0.423
	29				0.008					0.148	0.461
	30				0.028				0.020	0.111	0.339
	31				0.011	0.030				0.133	0.396
	32			0.32						0.106	0.286
	33				0.021				0.0016	0.156	0.487
	34			0.49	0.007					0.131	0.427
	35	0.40	0.35	0.50	0.012	0.040				0.204	0.554
	36				0.015	0.059				0.145	0.429
	37				0.010					0.163	0.516
	38	0.33								0.169	0.526
	39	0.33			0.012					0.169	0.526
	40				0.010					0.065	0.168
	41				0.012					0.146	0.446
	42		0.66							0.141	0.324

TABLE 3


		Cumulative	Accelerated	Accelerated
	Finish hot	reduction	cooling	cooling
Reheating	rolling	ratio at	start	stop

Classi-	Steel	temperature	temperature	1,000° C. or	temperature	temperature	Sheet
fication	No.	(° C.)	(° C.)	lower (%)	(° C.)	(° C.)	thickness (mm)

Invention	1	1,150	880	70	—	—	25
steel	2	1,200	900	60	—	—	15
	3	1,100	880	50	850	450	40
	4	1,150	910	70	—	—	20
	5	1,100	870	50	—	—	25
	6	1,100	900	40	680	495	50
	7	1,100	970	30	820	500	30
	8	1,100	950	50	820	500	32
	9	1,150	880	60	—	—	18
	10	1,150	870	70	—	—	25
	11	1,100	1,000	30	—	—	30
	12	1,150	960	65	—	—	20
	13	1,100	920	50	850	580	50
	14	1,100	900	50	850	480	40
	15	1,100	880	60	820	650	65
	16	1,100	900	60	860	600	32
	17	1,150	860	60	810	590	28
	18	1,150	960	50	900	620	45

2) Dissolved

4) Occurrence of

	Bainite		1) Composite	element	3) Prior	root cracks during
	fraction in	Ac₁	carbonitride	amount in	austenite	y-crack

Classi-	Steel	micro-	temperature	amount	BCC phase	grain	test without
fication	No.	structure (%)	(° C.)	(×10³)	(×10³)	diameter (μm)	preheating

Invention	1	45	891	1.35	7.06	55	No crack
steel	2	62	877	0.57	4.62	72	No crack
	3	41	829	0.82	2.92	45	No crack
	4	40	833	1.03	6.24	56	No crack
	5	59	815	0.62	2.00	88	No crack
	6	46	863	1.00	4.47	43	No crack
	7	63	803	1.40	2.33	51	No crack
	8	44	839	1.06	2.84	66	No crack
	9	50	854	1.12	6.20	55	No crack
	10	85	815	1.33	7.08	55	No crack
	11	73	805	2.73	5.90	51	No crack
	12	55	821	1.03	6.24	56	No crack
	13	85	805	1.84	1.92	82	No crack
	14	75	812	4.08	4.93	59	No crack
	15	100	632	0.73	4.85	76	No crack
	16	81	828	2.27	7.22	78	No crack
	17	88	808	1.20	3.96	73	No crack
	18	89	817	2.46	6.65	62	No crack

		Cumulative	Accelerated	Accelerated
	Finish hot	reduction	cooling	cooling
Reheating	rolling	ratio at	start	stop

Compara-	19	1,150	950	60	—	—	18
tive	20	1,150	925	50	—	—	15
steel	21	1,150	940	50	—	—	20
	22	1,150	900	35	—	—	25
	23	1,100	875	40	820	550	40
	24	1,100	920	50	—	—	27
	25	1,050	915	50	—	—	16
	26	1,050	960	60	—	—	15
	27	1,100	950	50	—	—	22
	28	1,100	920	60	—	—	25
	29	1,150	930	60	880	550	25
	30	1,150	925	60	880	580	45
	31	1,100	940	60	—	—	18
	32	1,150	970	60	—	—	16
	33	1,100	890	60	—	—	16
	34	1,200	915	55	900	595	50
	35	1,100	920	60	880	550	35
	36	980	880	50	850	550	25
	37	1,280	995	40	—	—	25
	38	1,200	980	25	—	—	16
	39	1,100	830	70	—	—	16
	40	1,250	960	50	—	—	25
	41	1,150	960	60	850	600	70
	42	1,100	900	60	790	445	40

2) Dissolved

4) Occurrence of

Compara-	19	100	810	0.63		68	No crack
tive	20	25	834	0.45	3.49	52	No crack
steel	21	100	774	0.78	6.39	87	No crack
	22	45	805	0.56	4.62	48	No crack
	23	52	842	1.11	2.29	55	No crack
	24	64	810	1.18	7.47	83	No crack
	25	58	837	0.74	1.41	52	No crack
	26	100	812	1.14	9.26	62	Cracking
	27	52	823	1.19	6.87	74	No crack
	28	66	812	2.50	6.21	84	No crack
	29	70	809	1.19	6.94	135	No crack
	30	54	816	1.23	5.81	42	No crack
	31	15	802	1.69	5.88	64	No crack
	32	69	828	1.04	3.46	58	No crack
	33	55	908	1.15	5.79	72	No crack
	34	52	858	0.65	6.34	81	No crack
	35	48	834	1.38	6.69	67	Cracking
	36	58	807	1.13	6.84	58	No crack
	37	70	812	0.88	6.74	124	No crack
	38	68	808	0.90	6.73	145	No crack
	39	62	815	0.91	6.74	53	No crack
	40	100	824	0.79	2.33	162	No crack
	41	15	807	1.24	7.42	86	No crack
	42	10	825	0.92	5.09	91	No crack

1) Thermodynamically calculated value of molar fraction in phase at 700° C.
2) Thermodynamically calculated value of molar fraction at 700° C.
3) Average circle-equivalent diameter of prior austenite grains at the position in the depth of one-fourth of sheet thickness on cross section in the direction of the final rolling of steel sheet
4) JIS Z 3158: Oblique y-shaped weld cracking test

	TABLE 4



	Strength at room		800° C.

temperature

700° C.

4) Resultant

1) Yield

2) Tensile

Yield

3) Yield

Yield

yield

5) Toughness of

Classi-	Steel	strength	strength	Yield	vTrs	strength	strength	strength	strength	reproduced
fication	No.	(MPa)	(MPa)	ratio (%)	(° C.)	(MPa)	Ratio (%)	(MPa)	Ratio (%)	HAZ _vE_o(J)

Invention	1	366	499	73	−51	236	64	85	23	220
steel	2	409	530	77	−40	267	65	94	23	210
	3	353	489	72	−32	232	66	86	24	199
	4	348	486	72	−35	225	65	81	23	187
	5	408	530	77	−37	263	64	93	23	225
	6	362	496	73	−40	237	65	85	24	218
	7	421	539	78	−35	274	65	97	23	155
	8	357	492	73	−41	233	65	84	24	230
	9	375	506	74	−33	246	65	88	24	224
	10	516	699	74	−51	337	65	135	26	250
	11	521	689	76	−45	374	72	137	26	205
	12	468	686	68	−45	325	69	121	26	227
	13	535	723	74	−42	327	61	121	23	238
	14	483	729	66	−40	335	69	124	26	241
	15	551	680	81	−42	377	68	136	25	254
	16	492	703	70	−43	346	70	128	26	271
	17	524	721	73	−46	386	74	143	27	242
	18	506	699	72	−52	434	68	128	25	227

Strength at room

temperature

700° C.

800° C.

1) Yield

2) Tensile

Yield

3) Yield

Yield

4) Yield

5) Toughness of

Compara-	19	516	610	85	−30	180	35	65	13	198
tive	20	304	453	67	−41	128	42	44	14	210
steel	21	621	755	82	−35	272	44	89	14	188
	22	320	465	69	−28	201	63	84	26	225
	23	380	509	75	−1	249	66	89	23	18
	24	420	539	78	−5	278	66	101	24	22
	25	402	525	77	−34	181	45	62	15	165
	26	554	670	83	−45	351	63	123	22	25
	27	383	511	75	−30	168	44	52	14	217
	28	424	542	78	−25	281	66	101	24	25
	29	438	552	79	−40	245	56	82	19	22
	30	388	515	75	−2	253	65	90	23	21
	31	276	433	64	−21	175	63	66	24	188
	32	437	551	79	−6	288	66	103	24	15
	33	390	517	76	−1	255	65	91	23	38
	34	379	508	75	−25	248	65	88	23	21
	35	373	504	74	−28	243	65	88	24	42
	36	398	523	76	−41	172	43	54	14	220
	37	435	550	79	−40	285	66	100	23	24
	38	431	547	79	−32	282	65	99	23	22
	39	413	533	77	−39	178	43	58	14	215
	40	530	620	85	−45	350	66	122	23	198
	41	291	444	66	−38	193	66	73	25	206
	42	291	444	66	−38	193	66	73	25	206

1) Yield strength at room temperature ≧ 325 MPa
2) Tensile strength at room temperature ≧ 490 MPa
3) Y.S ratio of yield strength at 700° C. to that at room temperature (p) ≧ 45%
4) Y.S ratio of yield strength at 800° C. to that at room temperature (p) ≧ 16%
5) PT: 1,400° C., Δt8/5 = 99S, _vE_o≧ 27J

INDUSTRIAL APPLICABILITY

A steel that has a specific chemical components and is produced by a method according to the present invention: has a microstructure comprising a composite structure composed of ferrite and bainite or a single structure composed of bainite; is a high-tensile-strength steel having a strength of not lower than 490 MPa at room temperature; has the feature of satisfying the expression p≧−0.0029×T+2.48 when the steel material temperature T (° C.) is in the temperature range from 600° C. to 800° C., wherein p is the ratio of a stress at a high temperature to that at room temperature (a yield stress at a high temperature/a yield stress at room temperature); thus has the properties required of a fire-resistant steel for building construction; and is an entirely novel steel with qualities beyond those of all previous steels.

Claims

1. A high-tensile-strength steel excellent in high temperature strength, characterized by containing, in mass, C at not less than 0.005% to less than 0.08%, Si at not more than 0.5%, Mn at 0.1 to 1.6%, P at not more than 0.02%, S at not more than 0.01%, Mo at 0.1 to 1.5%, Nb at 0.03 to 0.3%, Ti at not more than 0.025%, B at 0.0005 to 0.003%, Al at not more than 0.06%, and N at not more than 0.006%, with the balance consisting of Fe and unavoidable impurities.

2. A high-tensile-strength steel excellent in high temperature strength according to claim 1, characterized by said steel satisfying the expression p≧−0.0029×T+2.48 when the steel temperature T (° C.) is within the range from 600° C. to 800° C., wherein p is a stress drop ratio (a yield stress at a high temperature/a yield stress at room temperature) that is obtained by a yield stress normalized by using a yield stress at room temperature.

3. A high-tensile-strength steel excellent in high temperature strength according to claim 1, characterized in that: said steel comprising a single structure composed of bainite or a composite structure composed of ferrite and bainite at room temperature; the temperature (Ac₁) at which said structure reversely transforms into austenite during high temperature heating corresponding to a fire higher than 800° C.; and said steel satisfies the expression p≧−0.0029×T+2.48 when the steel temperature T (° C.) is within the range from 600° C. to 800° C., wherein p is a stress drop ratio (a yield stress at a high temperature/a yield stress at room temperature) that is obtained by converting a yield stress normalized by using a yield stress at room temperature.

4. A high-tensile-strength steel excellent in high temperature strength according to claim 1, characterized in that, in the high temperature range from 600° C. to 800° C.: said steel has such a strength as to satisfy the expression p≧−0.0029×T+2.48 when the steel temperature T (° C.) is within the range from 600° C. to 800° C., wherein p is a stress drop ratio (a yield stress at a high temperature/a yield stress at room temperature) that is obtained by converting a yield stress normalized by using a yield stress at room temperature; said steel has a structure wherein the temperature (Ac₁) at which a single structure composed of bainite or a composite structure composed of ferrite and bainite at room temperature reversely transforms into austenite during high temperature heating corresponding to a fire is higher than 800° C.; one or more of carbonitrides precipitated phases thermodynamically stable in said single structure composed of bainite or in said composite structure composed of ferrite and bainite is not less than 5×10⁻⁴in terms of a molar fraction; and the total amount of Mo, Nb and Ti that dissolve in the ferrite structure is not less than 1×10⁻³in terms of a molar concentration.

5. A high-tensile-strength steel excellent in high temperature strength according to claim 1, characterized in that, in the high temperature range from 600° C. to 800° C.: said steel has such a strength as to satisfy the expression p≧−0.0029×T+2.48 when the steel temperature T (° C.) is within the range from 600° C. to 800° C., wherein p is a stress drop ratio (a yield stress at a high temperature/a yield stress at room temperature) that is obtained by converting a yield stress normalized by using a yield stress at room temperature; said steel has a structure wherein the temperature (Ac₁) at which a single structure composed of bainite or a composite structure composed of ferrite and bainite at room temperature reversely transforms into austenite during high temperature heating corresponding to a fire higher than 800° C.; the average circle equivalent diameter of prior austenite grains in said steel is not more than 120 μm; one or more of carbonitrides precipitated phases thermodynamically stable in said single structure composed of bainite or in said composite structure composed of ferrite and bainite is not less than 5×10⁻⁴in terms of a molar fraction; and the total amount of Mo, Nb and Ti that dissolve in the ferrite structure is not less than 1×10⁻³in terms of a molar concentration.

6. A high-tensile-strength steel excellent in high temperature strength according to claim 1, characterized in that the weld cracking susceptibility index PCM of said steel defined by the following expression is not more than 0.20%;

PCM=C+Si/30+Mn/20+Cu/20+Ni/60+Cr/20+Mo/15+v/10+5×B.

7. A high-tensile-strength steel excellent in high temperature strength according to claim 1, wherein the steel further containing, in mass, one or more of Ni at 0.05 to 1.0%, Cu at 0.05 to 1.0%, Cr at 0.05 to 1.0%, and V at 0.01 to 0.1%.

8. A high-tensile-strength steel excellent in high temperature strength according to claim 1, wherein the steel further containing, in mass: one or more of Ni at 0.05 to 1.0%, Cu at 0.05 to 1.0%, Cr at 0.05 to 1.0%, and v at 0.01 to 0.1%; and additionally one or more of Ca at 0.0005 to 0.004%, REM at 0.0005 to 0.004%, and Mg at 0.0001 to 0.006%.

9. A high-tensile-strength steel excellent in high temperature strength according to claim 7, characterized in that, in the high temperature range from 600° C. to 800° C.: said steel has such a strength as to satisfy the expression p≧−0.0029×T+2.48 when the steel temperature T (° C.) is within the range from 600° C. to 800° C., wherein p is a stress drop ratio (a yield stress at a high temperature/a yield stress at room temperature) that is obtained by converting a yield stress normalized by using a yield stress at room temperature; said steel has a structure wherein the temperature (Ac₁) at which a single structure composed of bainite or a composite structure composed of ferrite and bainite at room temperature reversely transforms into austenite during high temperature heating corresponding to a fire higher than 800° C.; the average circle equivalent diameter of prior austenite grains in said steel is not more than 120 μm; one or more of carbonitrides precipitated phases thermodynamically stable in said single structure composed of bainite or in said composite structure composed of ferrite and bainite is not less than 5×10⁻⁴in terms of a molar fraction; and the total amount of Mo, Nb and Ti that dissolve in the ferrite structure is not less than 1×10⁻³in terms of a molar concentration.

10. A method for producing a high-tensile-strength steel excellent in high temperature strength, characterized by comprising the steps of: reheating a casting or a slab having a steel composition according to claim 1 in the temperature range from 1,100° C. to 1,250° C.; hot rolling it in the temperature range of not lower than 850° C. while controlling the cumulative reduction ratio in the temperature range of not higher than 1,100° C. to not less than 30%; finishing the hot rolling, cooling the hot-rolled steel sheet at a cooling rate of not lower than 0.3 K/sec. from the temperature of not lower than 800° C. to the temperature of not higher than 650° C.; and thus making the microstructure of the steel comprising a single structure composed of bainite or a composite structure composed of ferrite and bainite.

11. A high-tensile-strength steel excellent in high temperature strength, characterized by the steel comprising, in mass, C at not less than 0.005% to less than 0.08%, Si at not more than 0.5%, Mn at 0.1 to 1.6%, P at not more than 0.02%, S at not more than 0.01%, Mo at 0.1 to 1.5%, Nb at 0.03 to 0.3%, Ti at not more than 0.025%, B at 0.0005 to 0.003%, Al at not more than 0.06%, and N at not more than 0.006%, with the balance consisting of Fe and unavoidable impurities; having a structure wherein the temperature (Aci) at which a composite structure composed of ferrite and bainite, the composite structure having a bainite fraction being in the range from 20 to 95% at room temperature, reversely transforms into austenite during high temperature heating corresponding to a fire is higher than 800° C.; and having a low yield ratio.

12. A high-tensile-strength steel excellent in high temperature strength according to claim 11, wherein the steel further containing, in mass, one or more of Ni at 0.05 to 1.0%, Cu at 0.05 to 1.0%, Cr at 0.05 to 1.0%, and v at 0.01 to 0.1%.

13. A high-tensile-strength steel excellent in high temperature strength according to claim 11, wherein the steel further containing, in mass: one or more of Ni at 0.05 to 1.0%, Cu at 0.05 to 1.0%, Cr at 0.05 to 1.0%, and V at 0.01 to 0.1%; and additionally one or more of Ca at 0.0005 to 0.004%, REM at 0.0005 to 0.004%, and Mg of 0.0001 to 0.006%.

14. A method for producing a high-tensile-strength steel excellent in high temperature strength, characterized by comprising the steps of: reheating a casting or a slab having a steel composition according to claim 11 in the temperature range from 1,100° C. to 1,250° C.; hot rolling it in the temperature of not lower than 850° C. while controlling the cumulative reduction ratio in the temperature of not higher than 1,100° C. to not less than 30%; finishing the hot rolling, cooling the resultant hot-rolled steel sheet at a cooling rate of not lower than 0.3 K/sec. from the temperature of not lower than 800° C. to the temperature of not higher than 650° C.; thus making the microstructure of the steel comprising a single structure composed of bainite or a composite structure composed of ferrite and bainite; forming a microstructure wherein the temperature (Ac₁) at which a composite structure composed of ferrite and bainite, the composite structure having a bainite fraction being in the range from 20 to 95% at room temperature, reversely transforms into austenite during high temperature heating corresponding to a fire is higher than 800° C.; and securing a low yield ratio.