PL116460B1 - Alloy steel - Google Patents

Alloy steel Download PDF

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Publication number
PL116460B1
PL116460B1 PL20563878A PL20563878A PL116460B1 PL 116460 B1 PL116460 B1 PL 116460B1 PL 20563878 A PL20563878 A PL 20563878A PL 20563878 A PL20563878 A PL 20563878A PL 116460 B1 PL116460 B1 PL 116460B1
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PL
Poland
Prior art keywords
steel
max
alloy steel
sections
weight
Prior art date
Application number
PL20563878A
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Polish (pl)
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PL205638A1 (en
Inventor
Edgar Schultz
Christoph Zillesen
Walther Rauff
Original Assignee
Kloeckner Werke Ag
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kloeckner Werke Ag filed Critical Kloeckner Werke Ag
Publication of PL205638A1 publication Critical patent/PL205638A1/en
Publication of PL116460B1 publication Critical patent/PL116460B1/en

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Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/14Lining predominantly with metal
    • E21D11/18Arch members ; Network made of arch members ; Ring elements; Polygon elements; Polygon elements inside arches

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Heat Treatment Of Steel (AREA)

Description

Przedmiotem wynalazku jest stal stopowa na korytkowe ksztaltowniki do podatnych obudów chodników górniczych.Stalom przeznaczonym na korytkowe ksztaltow¬ niki do podatnych obudów chodników górniczych stawione sa szczególnie wysokie wymagania pod wzgledem wlasnosci mechanicznych. Chodzi mia¬ nowicie o to, aby te stale posiadaly wysoka gra¬ nice plastycznosci, dobra ciagliwosc i duza wy¬ trzymalosc na obciazenia, poniewaz wykonane z nich obudowy chodników górniczych musza prze¬ nosic bardzo duze naciski górotworu. Stal, która dotychczas uwazana byla za najbardziej nadajaca sie do wyrobu podatnych obudów chodników gór- nicznych, posiadala wprawdzie zblizone do wy¬ maganych wlasnosci mechaniczne, ale tylko po od¬ powiednim ulepszeniu cieplnym wykonanych z niej wyrobów i tylko w ich strefie przypowierzch¬ niowej, siegajacej co najwyzej 5 mm w glab.Celem wynalazku jest opracowanie skladu che¬ micznego stali stopowej, z której wykonane po¬ datne obudowy chodników górniczych beda po¬ siadaly wymagane wlasnosci mechaniczne nawet bez poddawania ich ulepszeniu cieplnemu.Zgodnie z wynalazkiem, cel ten zostal osiagniety przez to, ze opracowano nastepujacy wagowy sklad chemiczny stali: od 0,16 do 0,23% C, od 0,25 do 0,55% Si, od 1,40 do 1,80% Mn, max 0,050% S, od 0,40 do 0,70% Ni i jako reszte zelazo oraz nieunik¬ nione zanieczyszczenia. 10 20 25 30 W alternatywnym rozwiazaniu wynalazku opra¬ cowano jeszcze bardziej korzystny nastepujacy wagowy sklad chemiczny stali1: od 0,16 do 0,23% C od 0,25 do 0,55% Si, od 1,40 do 1,80% Mn, max, 0,050% P, max, 0,050% S, od 0,40 do 0,70% Ni, min 0,10% V, od 0,015 do 0,020% N2 i jako reszte zelazo oraz nieuniknione zanieczyszczenia. Powyzsza stal powinna byc mozliwie w pelni odtleniona i od- azotowana za pomoca aluminium lub innych pier¬ wiastków wytwarzajacych azotki, jak na przyklad boru.Korytkowe ksztaltowniki na podatne obudowy chodników górniczych, wykonane z wyzej wymie¬ nionych stali sa pokazane na rysunku, na którym fig. 1 przedstawia pierwszy przyklad wykonania korytkowego ksztaltownika w przekroju poprzecz¬ nym, a fig. 2 — drugi przyklad wykonania koryt¬ kowego ksztaltownika równiez w przekroju po¬ przecznym.Ksztaltownik wedlug fig. I posiada na koncach swoich ramion (2) zgrubienia (3), a ksztaltownik wedlug fig. 2 rózni sie od poprzedniego tym, ze ma splaszczone dno (4).W pierwszym przykladzie wykonania wynalaz¬ ku, odwalcowano na goraco korytkowe ksztaltow¬ niki ze stali o nastepujacym wagowym skladzie chemicznym: 0,19% C, 0,40% Si, 1,60% Mn, 0,035% P, 0,38% S, 0,45% Ni. Ostudzone na wolnym po¬ wietrzu ksztaltowniki poddano próbom wytrzyma¬ losciowym i otrzymano nastepujace wyniki: gra- 116 4603 116 460 4 nica plastycznosci 550 N/mm2, wytrzymalosc na rozciaganie 750 N/mm*, udarnosc z karbem po wysezonowaniu 50 J/cmf. Dla porównania, wyniki prób wytrzymalosciowych dla korytkowych ksztal¬ towników ze stali dotychczas stosowanej wynosza: granica plastycznosci 500 N/mm2, wytrzymalosc ina rozciaganie 656 N/mm2 i udarnosc z -karbem po wysezonowaniu 30 J/cm2, przy czym stal ta byla ulepszona cieplnie, a wielkosci wyników z prób wystepuja tylko w obszarach przypowierzch¬ niowych.Wyniki z prób wytrzymalosciowych korytko¬ wych ksztaltowników ze stali wedlug wynalazku mozna osiagnac jeszcze korzystniejsze, jezeli ksztaltowniki te zostana wyzarzone normalizujaco W drugim przykladzie wykonania wynalazku, odwalcowano na goraco korytkowe ksztaltowniki ze stali o nastepujacym wagowym skladzie che¬ micznym: 0,20% C, 0,42% Si, 1,55% Mn, 0,030% P, 0,29% S, 0,52% Ni, 0,12% V oraz 0,015% ^Ostu¬ dzone na wolnym powietrzu i wyzarzone normali¬ zujaco ksztaltowniki poddano próbom wytrzyma¬ losciowym, przy czym otrzymane wyniki byly na¬ stepujace: granica plastycznosci i wytrzymalosc na rozciaganie byla jeszcze korzystniejsza niz w przy¬ padku pierwszego przykladu wykonania wyna¬ lazku, a udarnosc wynosila az 150 J/cm2.Okazalo sie ponadto, ze ksztaltowniki wykonane ze stali wedlug wynalazku posiadaja, oprócz wy¬ sokiej ciagliwosci wzdluznej, równiez bardzo do¬ bra ciagliwosc poprzeczna, co w podatnych obu¬ dowach chodników górniczych jest wymagane. Jest rzecza zaskakujaca, ze wlasnosci mechaniczne ko¬ rytkowych ksztaltowników na podatne obudowy chodników górniczych wykonanych ze stali we¬ dlug wynalazku i nie poddawanych ulepszajacej obróbce cieplnej, sa znacznie wyzsze niz tych sa¬ mych wyrobów, wykonanych ze stali dotychczas stosowanej, jako do tego celu jedynej i poddanych ulepszajacej obróbce cieplnej.Oprócz korzysci techniczno-eksploatacyjnych, to 15 20 30 40 wynikajacych zwlaszcza ze wzrostu udarnosci stali wedlug wynalazku, osiaga sie jeszcze taka korzysc, ze mozna uniknac bardzo uciazliwego ulepszania cieplnego wykonanych z tej stali ksztaltowników, jezeli przeprowadzi sie wyzarzanie normalizujace lub jesli gorace walcowanie ksztaltowników i na¬ stepne ich chlodzenie przeprowadzi sie tak, ze ksztaltowniki uzyskuja taka strukture, jak gdyby byly wyzarzane normalizujaco.Dalsza istotna korzysc polega na tym, ze ksztal¬ towniki wykonane ze stali wedlug wynalazku moz¬ na spawac bez naruszenia struktury wewnetrznej tej stali.Podatne obudowy chodinifeów górniczych wyko¬ nuje sie w ten sposób, ze korytkowe ksztaltowniki po ostatnim przepuscie walcowniczym sa chlodzo¬ ne, nastepnie wyzarzane normalizujaco i wygina¬ ne przy wykorzystaniu ciepla wyzarzania normali¬ zujacego. Podatne obudowy chodników górniczych mozna równiez wykonywac w ten sposób, ze ko¬ rytkowe ksztaltowniki chlodzi sie po ostatnim przepuscie walcowniczym, nastepnie wyzarza sie je normalizujaco, po czym znowu sie je chlodzi i ostatecznie wygina sie je w temperaturze poko¬ jowej.Zastrzezenia patentowe 1. Stal stopowa na korytkowe ksztaltowniki do podatnych obudów chodników górniczych, zawie¬ rajaca wagowo od 0,16 do 0,23% C, od 0,25 do 0,55% Si, od 1,40 do 1,80% Mn, max. 0,050% P, max. 0,050% S, reszta zelazo i nieuniknione zanieczy¬ szczenia, znamienna tym, ze zawiera od 0,40 do 0,70% Ni. 2. Stal stopowa na korytkowe ksztaltowniki do podatnych obudów chodników górniczych, zawie¬ rajaca wagowo od 0,16 do 0,23% C, od 0,25 do 0,55% Si, od 1,40 do 1,80% Mn, max. 0,050'% P, max. 0,050% S, min. 0,10% V, od 0,015 do 0,020 N2, reszta zelazo i nieuniknione zanieczyszczenia, znamien¬ na tym, ze zawiera od 0,45 do 0,60% Ni.F,g.1 F,g2 PZGraf. Koszalin A-342 110 A-4 Cena 100 zl PLThe subject of the invention is alloy steel for channel sections for flexible mining galleries. The steels intended for channel sections for flexible mining galleries face particularly high requirements in terms of mechanical properties. The point is that these steels should have a high plasticity limit, good ductility and high load resistance, because the mining galleries made of them must bear very high rock mass pressures. Steel, which so far was considered the most suitable for the production of flexible headway covers, had mechanical properties similar to the required ones, but only after appropriate thermal improvement of the products made of it and only in their subsurface zone, The object of the invention is to develop a chemical composition of the alloy steel, which will provide the required mechanical properties for mining galleries without subjecting them to thermal improvement. According to the invention, this aim has been achieved. due to the fact that the following chemical composition of steel by weight was developed: from 0.16 to 0.23% C, from 0.25 to 0.55% Si, from 1.40 to 1.80% Mn, max 0.050% S, from 0.40 to 0.70% Ni and as residual iron as well as unavoidable impurities. In an alternative embodiment of the invention, an even more advantageous chemical composition by weight of the steel1 was developed: 0.16 to 0.23% C, 0.25 to 0.55% Si, 1.40 to 1.80% Mn, max, 0.050% P, max, 0.050% S, from 0.40 to 0.70% Ni, min 0.10% V, from 0.015 to 0.020% N2 and as residual iron and unavoidable impurities. The above steel should be fully deoxygenated and denitrided with aluminum or other nitride generating elements, such as boron, for example. Tray shapes for the susceptible mine headings made of the above-mentioned steels are shown in the figure in which FIG. 1 shows the first embodiment of the channel profile in cross section, and FIG. 2 shows the second embodiment of the channel profile also in cross section. The profile according to FIG. 2), and the mold according to Fig. 2 differs from the previous one in that it has a flattened bottom (4). In the first embodiment of the invention, steel trays of the following weight chemical composition were hot rolled: 0.19% C , 0.40% Si, 1.60% Mn, 0.035% P, 0.38% S, 0.45% Ni. Cooled in free air, the shapes were subjected to strength tests and the following results were obtained: plasticity grit 116 4603 116 460 4 plasticity 550 N / mm 2, tensile strength 750 N / mm *, notched impact strength 50 J / cmf after seasoning. For the sake of comparison, the results of strength tests for channel sections made of steel used so far are: the yield strength of 500 N / mm2, the tensile strength and tensile strength of 656 N / mm2 and the notch toughness after seasoning 30 J / cm2. and the values of the test results occur only in the subsurface areas. The results of the strength tests of the steel trough shapes according to the invention can be achieved even more advantageously if the profiles are normalized. In the second embodiment of the invention, the steel trough profiles are hot rolled. with the following chemical composition by weight: 0.20% C, 0.42% Si, 1.55% Mn, 0.030% P, 0.29% S, 0.52% Ni, 0.12% V and 0.015% ^ Cooled in the open air and annealed, normalizing the shapes, they were subjected to strength tests, the results obtained were impressive: the yield point and tensile strength were even more favorable in the case of the first embodiment of the invention, and the impact strength was as much as 150 J / cm2. Moreover, it turned out that the shapes made of steel according to the invention have, in addition to high longitudinal ductility, also very good transverse ductility, which is required in compliant mining galleries. It is surprising that the mechanical properties of corrugated sections for the flexible casings of mining galleries made of steel according to the invention and not subjected to an improvement heat treatment, are much higher than those of the same products made of steel previously used for this purpose. In addition to the technical and operational advantages, 15 20 30 40 resulting especially from the increase in impact strength of the steel according to the invention, the advantage is that the very onerous thermal improvement of the sections made of this steel can be avoided if annealing is carried out normalizing, or if the hot rolling of the sections and their subsequent cooling is carried out so that the sections obtain a structure as if they were normalizing annealed. A further significant advantage is that the sections made of steel according to the invention can be welded without disturbing internal structure of this steel The useful casings of the mining chinesiques are made in such a way that the trough shapes after the last rolling pass are cooled, then normalizing annealed and bent using the normalizing heat. The susceptible mine headings can also be made by cooling the groove sections after the last rolling pass, then annealing them to normalize, then cooling them again and finally bending them at room temperature. Patent claims 1. Alloy steel for channel sections for flexible mining galleries, with a weight of 0.16 to 0.23% C, 0.25 to 0.55% Si, 1.40 to 1.80% Mn, max. 0.050% P, max. 0.050% S, the remainder is iron and unavoidable impurities, characterized in that it contains from 0.40 to 0.70% Ni. 2. Alloy steel for channel sections for flexible mining galleries, with weight from 0.16 to 0.23% C, from 0.25 to 0.55% Si, from 1.40 to 1.80% Mn, max. 0.050 '% P, max. 0.050% S, min. 0.10% V, from 0.015 to 0.020 N2, the remainder is iron and unavoidable impurities, characterized in that it contains from 0.45 to 0.60% Ni.F, g.1 F, g2 PZGraf. Koszalin A-342 110 A-4 Price PLN 100 PL

Claims (2)

Zastrzezenia patentowe 1. Stal stopowa na korytkowe ksztaltowniki do podatnych obudów chodników górniczych, zawie¬ rajaca wagowo od 0,16 do 0,23% C, od 0,25 do 0,55% Si, od 1,40 do 1,80% Mn, max. 0,050% P, max. 0,050% S, reszta zelazo i nieuniknione zanieczy¬ szczenia, znamienna tym, ze zawiera od 0,40 do 0,70% Ni.Claims 1. Alloy steel for channel profiles for flexible mining galleries, containing by weight from 0.16 to 0.23% C, from 0.25 to 0.55% Si, from 1.40 to 1.80% Mn, max. 0.050% P, max. 0.050% S, the remainder is iron and unavoidable impurities, characterized in that it contains from 0.40 to 0.70% Ni. 2. Stal stopowa na korytkowe ksztaltowniki do podatnych obudów chodników górniczych, zawie¬ rajaca wagowo od 0,16 do 0,23% C, od 0,25 do 0,55% Si, od 1,40 do 1,80% Mn, max. 0,050'% P, max. 0,050% S, min. 0,10% V, od 0,015 do 0,020 N2, reszta zelazo i nieuniknione zanieczyszczenia, znamien¬ na tym, ze zawiera od 0,45 do 0,60% Ni. F,g.1 F,g2 PZGraf. Koszalin A-342 110 A-4 Cena 100 zl PL2. Alloy steel for channel sections for flexible mining galleries, with weight from 0.16 to 0.23% C, from 0.25 to 0.55% Si, from 1.40 to 1.80% Mn, max. 0.050 '% P, max. 0.050% S, min. 0.10% V, from 0.015 to 0.020 N2, the remainder is iron and unavoidable impurities, characterized in that it contains from 0.45 to 0.60% Ni. F, g. 1 F, g2 PZGraf. Koszalin A-342 110 A-4 Price PLN 100 PL
PL20563878A 1977-03-29 1978-03-28 Alloy steel PL116460B1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE19772713782 DE2713782C3 (en) 1977-03-29 1977-03-29 Use of low-alloy steels as a material for the production of channel profiles for flexible roadway support in mining operations

Publications (2)

Publication Number Publication Date
PL205638A1 PL205638A1 (en) 1978-12-18
PL116460B1 true PL116460B1 (en) 1981-06-30

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ID=6004966

Family Applications (1)

Application Number Title Priority Date Filing Date
PL20563878A PL116460B1 (en) 1977-03-29 1978-03-28 Alloy steel

Country Status (5)

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DE (1) DE2713782C3 (en)
FR (1) FR2385974A1 (en)
GB (1) GB1552572A (en)
LU (1) LU79325A1 (en)
PL (1) PL116460B1 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3628712A1 (en) * 1986-08-23 1988-02-25 Kloeckner Stahl Gmbh Denitrated, low-alloyed, high-strength fine-grained structural steel
DE3628711A1 (en) * 1986-08-23 1988-03-10 Kloeckner Stahl Gmbh Denitrated, low-alloyed, high-strength fine-grained structural steel
US5743972A (en) * 1995-08-29 1998-04-28 Kawasaki Steel Corporation Heavy-wall structural steel and method
EP2703592A1 (en) 2012-08-28 2014-03-05 Zenon Malkowski Door leaf of a thermally insulated door

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1069169B (en) * 1959-11-19 Hoesch-Westfalenhütte Aktiengesellllschiaifit, Dortmund The use of steel as a material for pit lining segments
US1697130A (en) * 1925-01-26 1929-01-01 Int Nickel Co Nickel manganese steel alloy and method of treating the same
FR976859A (en) * 1948-10-22 1951-03-23 Rech S Ind Et Minieres Soc Et Special steel support
DE1000413B (en) * 1954-03-11 1957-01-10 Bochumer Ges Fuer Grubenausbau Process and device for the production of annealed steel sections
AT244705B (en) * 1964-01-17 1966-01-25 Boehler & Co Ag Geb Filler material for submerged arc welding of fine grain steels
GB1342582A (en) * 1970-03-20 1974-01-03 British Steel Corp Rail steel
CA952415A (en) * 1970-05-20 1974-08-06 Eiji Miyoshi Process and apparatus for manufacture of strong tough steel plates

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Publication number Publication date
GB1552572A (en) 1979-09-12
DE2713782B2 (en) 1979-06-28
PL205638A1 (en) 1978-12-18
LU79325A1 (en) 1978-06-29
DE2713782A1 (en) 1978-10-05
FR2385974B1 (en) 1984-03-09
DE2713782C3 (en) 1987-10-22
FR2385974A1 (en) 1978-10-27

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