CN1847435A - Super high strength hot rolled steel bar for mine resin roof bolt - Google Patents

Super high strength hot rolled steel bar for mine resin roof bolt Download PDF

Info

Publication number
CN1847435A
CN1847435A CN 200610044183 CN200610044183A CN1847435A CN 1847435 A CN1847435 A CN 1847435A CN 200610044183 CN200610044183 CN 200610044183 CN 200610044183 A CN200610044183 A CN 200610044183A CN 1847435 A CN1847435 A CN 1847435A
Authority
CN
China
Prior art keywords
steel bar
roof bolt
present
hot rolled
rolled steel
Prior art date
Legal status (The legal status 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 status listed.)
Pending
Application number
CN 200610044183
Other languages
Chinese (zh)
Inventor
陈小武
柴建铭
陈立勇
李洪勇
袁永文
刘晓东
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shandong Shiheng Special Steel Group Co Ltd
Original Assignee
Shandong Shiheng Special Steel Group Co Ltd
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 Shandong Shiheng Special Steel Group Co Ltd filed Critical Shandong Shiheng Special Steel Group Co Ltd
Priority to CN 200610044183 priority Critical patent/CN1847435A/en
Publication of CN1847435A publication Critical patent/CN1847435A/en
Pending legal-status Critical Current

Links

Abstract

The present invention relates to one kind of super high strength hot rolled steel bar for mine resin roof bolt. The steel bar has yield strength not lower than 600 MPa, tensile strength not lower than 800 MPa, elongation not lower than 18% and normal temperature ballistic work not lower than 20 J. Chemically, it consists of C 0.25-0.28 wt%, Mn 1.40-1.55 wt%, Si 0.40-0.60 wt%, V 0.14-0.16 wt%, S not more than 0.020 wt%, P not more than 0.020 wt%, residual elements including Cr not more than 0.10 wt%, Ni not more than 0.10 wt%, Cu not more than 0.10 wt% and Cr+Ni+Cu not more than 0.20 wt%, except Fe and inevitable impurity. The present invention makes it possible to lower the resin roof bolt support density of coal mine, raise the support effect and raise operating efficiency.

Description

Super high strength hot rolled steel bar for mine resin roof bolt
Technical field
The present invention relates to a kind of rod body material---super high strength hot rolled steel bar for mine resin roof bolt that is used for the colliery shaft and drift supporting with resin anchor.
Background technology
At present, known hot rolled steel bar for mine resin roof bolt, its yield strength is not more than 500MPa, and tensile strength is not more than 660MPa, causes support density big, and supporting effect is poor, and operating efficiency is low.
Summary of the invention
The objective of the invention is provides a kind of novel rod body material---super high strength hot rolled steel bar for mine resin roof bolt for resin anchor.Anchor pole uses material of the present invention, can reduce the density of shaft and drift supporting, improves supporting effect: improve operating efficiency.
For achieving the above object, the technical solution used in the present invention is: according to the requirement of the physicals of present 500MPa high strength anchor bar, with reference to superfine high-quality steel, determine physicals of the present invention and chemical ingredients.Yield strength σ of the present invention s〉=600MPa, tensile strength sigma b〉=800MPa, unit elongation δ 5〉=18%, normal temperature ballistic work A KV〉=20J.Chemical ingredients of the present invention is by weight:
C:0.25~0.28%、Mn:1.40~1.55%、Si:0.40~0.60%、
V:0.14~0.16%;S:≤0.020%、 P:≤0.020%;
Residual element: Cr≤0.10%, Ni≤0.10%, Cu≤0.10%, and Cr+Ni+Cu≤0.20%; All the other are Fe and unavoidable impurities.
Chemical ingredients of the present invention is according to the requirement of the physicals of 500MPa high strength anchor bar at present, determines with reference to superfine high-quality steel.The main chemical compositions of present  22 specification 500MPa High strength bolt: C 0.21~0.25%, Si 0.40~0.60%, Mn 1.40~1.60%, V 0.09~0.12%, physicals: yield strength σ sBe 545~580MPa, tensile strength sigma bBe 680~735MPa, unit elongation δ 5Be 23~26%, by  22 specification HRB400 Ribbed Bar chemical ingredientss and physicals are carried out regression analysis, 0.01% C influences yield strength and is about 10~12MPa, almost injures intensity all properties in addition owing to increase the C amount, should reduce its content as far as possible under the proof strength prerequisite; C in V and the steel, N very easily form V (CN) compound, play very strong precipitation precipitation strength effect, so adopt the V microalloying to improve the intensity of anchor pole reinforcing bar, by  22 specification HRB400 and HRB335 Ribbed Bar chemical ingredients and physicals are carried out regression analysis, 0.01% V influences yield strength and is about 12~14MPa.
Because yield strength of the present invention, tensile strength all are better than former hot rolling mine resin roof bolt steel and intensity improves the needs that performance index such as back unit elongation, ballistic work can satisfy coal roadway support, therefore, the anchor pole of producing with these steel is when shaft and drift supporting, can reduce the support density of colliery roadway resin anchor, improve supporting effect, improve operating efficiency.
Embodiment
Surface of the present invention and cross-sectional shape are: the vertical rib of nothing, cross rib are one-way spiral (being generally left-handed), rib shape is the crescent moon rib, cross rib side and rebar surface angle α ≮ 45 °, the axial angle β of cross rib and reinforcing bar ≮ 45 °, 20% of the gap summation ≯ reinforcing bar nominal girth on the relative two sides between the cross rib end.Yield strength σ of the present invention s〉=600MPa, tensile strength sigma b〉=800MPa, unit elongation δ 5〉=18%, normal temperature is gone out merit A KV〉=20J.Chemical ingredients of the present invention is by weight:
C:0.25~0.28%、Mn:1.40~1.55%、Si:0.40~0.60%、
V:0.14~0.16%;S:≤0.020%、 P≤0.020%;
Residual element: Cr≤0.10%, Ni≤0.10%, Cu≤0.10%, and Cr+Ni+Cu≤0.20%; All the other are Fe and unavoidable impurities.
Through analysis of experiments and detection, yield strength σ of the present invention sBe 625~680MPa, tensile strength sigma bBe 825~870MPa, unit elongation δ 5Be 19~24%, normal temperature ballistic work A KvBe 21~32J.
Because its yield strength, tensile strength are better than former hot rolling mine resin roof bolt steel, so the present invention has when the shaft and drift supporting of colliery, can reduce support density, improves supporting effect, improves operating efficiency, saves characteristics such as material, fund such as anchor pole and resin.

Claims (2)

1, a kind of super high strength hot rolled steel bar for mine resin roof bolt is characterized in that yield strength σ of the present invention s〉=600MPa, tensile strength sigma b〉=800MPa, unit elongation δ 5〉=18%, normal temperature ballistic work A KV〉=20J;
2, super high strength hot rolled steel bar for mine resin roof bolt according to claim 1 is characterized in that chemical ingredients of the present invention is by weight:
C:0.25~0.28%、 Mn:1.40~1.55%、 Si:0.40~0.60%、
V:0.14~0.16%、 S:≤0.020%、 P:≤0.020%;
Residual element: Cr≤0.10%, Ni≤0.10%, Cu≤0.10%, and Cr+Ni+Cu≤0.20%;
All the other are Fe and unavoidable impurities.
CN 200610044183 2006-05-13 2006-05-13 Super high strength hot rolled steel bar for mine resin roof bolt Pending CN1847435A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 200610044183 CN1847435A (en) 2006-05-13 2006-05-13 Super high strength hot rolled steel bar for mine resin roof bolt

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 200610044183 CN1847435A (en) 2006-05-13 2006-05-13 Super high strength hot rolled steel bar for mine resin roof bolt

Publications (1)

Publication Number Publication Date
CN1847435A true CN1847435A (en) 2006-10-18

Family

ID=37077174

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 200610044183 Pending CN1847435A (en) 2006-05-13 2006-05-13 Super high strength hot rolled steel bar for mine resin roof bolt

Country Status (1)

Country Link
CN (1) CN1847435A (en)

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102383048A (en) * 2011-11-01 2012-03-21 莱芜钢铁集团有限公司 Hot-rolled mining resin anchor rod reinforcing steel bar and production method thereof
CN102605255A (en) * 2012-01-19 2012-07-25 武汉钢铁(集团)公司 400Mpa grade corrosion resistant reinforcing steel bar
CN104451443A (en) * 2014-11-21 2015-03-25 芜湖新兴铸管有限责任公司 Anchor rod steel for coal mines and production method thereof
CN104805355A (en) * 2015-03-30 2015-07-29 武汉钢铁(集团)公司 Anchor bar steel and production method thereof
CN105296853A (en) * 2015-11-30 2016-02-03 山东石横特钢集团有限公司 930-MPa high-strength finished deformed steel bars and preparation technology thereof
CN106399852A (en) * 2016-09-19 2017-02-15 石横特钢集团有限公司 840MPa-level hot-rolled anchor rod reinforcing steel bar and production process thereof
CN106636882A (en) * 2016-09-19 2017-05-10 石横特钢集团有限公司 High-toughness MG600 reinforced bar and production method thereof
CN107620002A (en) * 2017-11-12 2018-01-23 湖南华菱湘潭钢铁有限公司 The production method of high strength resin bolt reinforcing bar
CN108913990A (en) * 2018-06-20 2018-11-30 河钢股份有限公司承德分公司 A kind of 600MPa grade high-plasticity anchor pole reinforcing bar and production method
CN112159925A (en) * 2020-09-15 2021-01-01 石横特钢集团有限公司 Production process of high-strength and high-toughness anchor rod steel billet

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102383048A (en) * 2011-11-01 2012-03-21 莱芜钢铁集团有限公司 Hot-rolled mining resin anchor rod reinforcing steel bar and production method thereof
CN102605255A (en) * 2012-01-19 2012-07-25 武汉钢铁(集团)公司 400Mpa grade corrosion resistant reinforcing steel bar
CN104451443A (en) * 2014-11-21 2015-03-25 芜湖新兴铸管有限责任公司 Anchor rod steel for coal mines and production method thereof
CN104451443B (en) * 2014-11-21 2017-04-26 芜湖新兴铸管有限责任公司 Anchor rod steel for coal mines and production method thereof
CN104805355A (en) * 2015-03-30 2015-07-29 武汉钢铁(集团)公司 Anchor bar steel and production method thereof
CN105296853A (en) * 2015-11-30 2016-02-03 山东石横特钢集团有限公司 930-MPa high-strength finished deformed steel bars and preparation technology thereof
CN106399852A (en) * 2016-09-19 2017-02-15 石横特钢集团有限公司 840MPa-level hot-rolled anchor rod reinforcing steel bar and production process thereof
CN106636882A (en) * 2016-09-19 2017-05-10 石横特钢集团有限公司 High-toughness MG600 reinforced bar and production method thereof
CN107620002A (en) * 2017-11-12 2018-01-23 湖南华菱湘潭钢铁有限公司 The production method of high strength resin bolt reinforcing bar
CN108913990A (en) * 2018-06-20 2018-11-30 河钢股份有限公司承德分公司 A kind of 600MPa grade high-plasticity anchor pole reinforcing bar and production method
CN112159925A (en) * 2020-09-15 2021-01-01 石横特钢集团有限公司 Production process of high-strength and high-toughness anchor rod steel billet

Similar Documents

Publication Publication Date Title
CN1847435A (en) Super high strength hot rolled steel bar for mine resin roof bolt
KR102040680B1 (en) High-Toughness Low-Alloy Wear-Resistant Steel Sheet and Method of Manufacturing the Same
CN108118257B (en) TiC particle reinforced ferrite/bainite based wear-resistant steel plate and manufacturing method thereof
CN100469513C (en) High-strength gas-defended welding wire material
US20150191806A1 (en) Ultrahigh-strength, high-toughness, wear-resistant steel plate and manufacturing method thereof
CN106636882A (en) High-toughness MG600 reinforced bar and production method thereof
JP5425744B2 (en) High carbon steel wire rod with excellent wire drawing workability
CN104451409B (en) Low cost HB400 grade wear-resisting steel and production method thereof
JP5182642B2 (en) High strength thick steel plate with excellent delayed fracture resistance and weldability and method for producing the same
CN102383048A (en) Hot-rolled mining resin anchor rod reinforcing steel bar and production method thereof
CN101057002A (en) Duplex stainless steel
WO2011162418A1 (en) High-tension/hot-rolled steel sheet having excellent workability, and method for producing same
CN1924059A (en) Modified high manganese steel
CN106399848A (en) High-toughness MG500 anchor rod reinforcing steel bar and production method thereof
CN109972035B (en) 800 MPa-level hot-rolled twisted steel and production method thereof
CN100460135C (en) Gas protected welding wire in 600 MPa level
CN103233172B (en) Ultrahigh-strength and high-toughness steel for pumping rod and production process thereof
CN100999781A (en) High manganese steel frog surface explosive harden tech.
CN101280391B (en) High-strength tough hydraulic prop seamless steel pipe
CN109536843B (en) Nitrogen-containing dual-phase corrosion-resistant wear-resistant hot rolled steel and production method thereof
CN109023117A (en) A kind of mining production ore pulp abrasion-proof steel ball and preparation method thereof
DE3037954C2 (en) Use of an austenitic steel in the work-hardened state for extreme corrosion loads
CN106808106B (en) A kind of 960MPa grade high-strength metal powder type medicine core gas shield welding wire
CN110877168A (en) 690 MPa-level gas shielded welding wire for anti-seismic, corrosion-resistant and fire-resistant building structural steel
CN115725893B (en) Ultra-high strength steel for 1300MPa engineering machinery and production method thereof

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C12 Rejection of a patent application after its publication
RJ01 Rejection of invention patent application after publication