JPH10153390A - Metal anchor for indeterminate refractories - Google Patents
Metal anchor for indeterminate refractoriesInfo
- Publication number
- JPH10153390A JPH10153390A JP32614196A JP32614196A JPH10153390A JP H10153390 A JPH10153390 A JP H10153390A JP 32614196 A JP32614196 A JP 32614196A JP 32614196 A JP32614196 A JP 32614196A JP H10153390 A JPH10153390 A JP H10153390A
- Authority
- JP
- Japan
- Prior art keywords
- anchor
- shaped
- leg parts
- anchors
- angle
- 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.)
- Granted
Links
- 239000002184 metal Substances 0.000 title claims abstract description 10
- 239000011819 refractory material Substances 0.000 title abstract description 4
- 238000010276 construction Methods 0.000 claims description 3
- 239000004568 cement Substances 0.000 abstract description 7
- 230000010355 oscillation Effects 0.000 abstract 1
- 230000002035 prolonged effect Effects 0.000 abstract 1
- 230000001788 irregular Effects 0.000 description 4
- 239000011449 brick Substances 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 208000026817 47,XYY syndrome Diseases 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000011835 investigation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000003252 repetitive effect Effects 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
Landscapes
- Furnace Housings, Linings, Walls, And Ceilings (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、窯炉炉壁等に施工する
不定形耐火物を保持するために用いられるメタルアンカ
ーに関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a metal anchor used for holding an amorphous refractory to be applied to a furnace wall of a kiln.
【0002】[0002]
【従来の技術】メタルアンカーの設計はアンカーの材
質,形状(V形,Y形,Z形およびこれらの変形),長
さ,太さ,アンカー密度など使用温度および不定形耐火
物を保持するための強度を基準とし、これらに安全係数
を考慮して決定されている。ロータリーキルン等,缶体
自身が回転等の動作をする場合においては、この安全係
数を大きくとるなどの配慮がなされているのが通例であ
る。2. Description of the Related Art The design of metal anchors is to maintain the operating temperature such as anchor material, shape (V-shape, Y-shape, Z-shape and their variants), length, thickness, anchor density and irregular shaped refractories. The strength is determined as a standard, and these factors are determined in consideration of the safety factor. When the can body itself performs operations such as rotation in a rotary kiln or the like, consideration is usually given to increasing the safety coefficient.
【0003】[0003]
【発明が解決しようとする課題】こういった窯炉の炉壁
等に使用される不定形耐火物の耐用を延長させる場合、
耐火物自身に要求される特性としては、耐熱性のほか、
繰り返し応力に耐え得るだけの充分な強度といったもの
が上げられる。しかしながら、不定形耐火物の強度の増
加はアンカーの缶体との接合部への応力集中を助長し、
過大な機械的応力によって、アンカーが接合部より切断
され、不定形耐火物が脱落することがあった。In order to extend the service life of irregular shaped refractories used for furnace walls of such kilns,
The characteristics required of the refractory itself include, in addition to heat resistance,
Something that is strong enough to withstand repetitive stress can be achieved. However, the increase in the strength of the amorphous refractory promotes the concentration of stress on the joint of the anchor with the can body,
Due to excessive mechanical stress, the anchor was cut from the joint, and the irregular-shaped refractory could fall off.
【0004】[0004]
【課題を解決するための手段及び作用】セメントロータ
リーキルンの口元に使用され、缶体との接合部が切断さ
れた直径 6〜16mm,Y形およびダブルY形(2段Y形)の
メタルアンカーの損傷状況を調査したところ、繰り返し
応力による金属疲労が主要因であることが判明した。Means and Action for Solving the Problems A 6- to 16-mm diameter Y-shaped and double Y-shaped (two-stage Y-shaped) metal anchor used at the mouth of a cement rotary kiln and cut at the joint with the can body. Investigation of the damage situation revealed that the main factor was metal fatigue caused by repeated stress.
【0005】この結果をもとにアンカーシステムの強化
について検討し、メタルアンカーの形状をX形または逆
Y形とし、脚部を複数とすることで、首振り現象による
アンカーの缶体接合部分への応力集中を解消し、アンカ
ーの疲労破断を防止できることを見いだした。[0005] Based on these results, the strengthening of the anchor system is examined, and the shape of the metal anchor is X-shaped or inverted Y-shaped, and by using a plurality of legs, the joint of the anchor to the can body due to the swinging phenomenon can be formed. It was found that the stress concentration of the anchor could be eliminated and the fatigue fracture of the anchor could be prevented.
【0006】なお、従来のアンカーが首振りによる破断
を生ずるということは、施工されている不定形耐火物も
動いていることを示し、不定形耐火物自身もこの動きに
よる相互応力により損傷を受ける。本願発明のアンカー
を用いた場合アンカーの首振りを減少することにより、
施工された不定形耐火物にかかる応力を減少させること
になり損傷を軽減する効果を有す。[0006] The fact that the conventional anchor breaks due to swinging indicates that the irregular refractory being constructed is also moving, and the irregular refractory itself is damaged by the mutual stress due to this movement. . By using the anchor of the present invention to reduce the swing of the anchor,
This reduces the stress applied to the constructed refractory and has the effect of reducing damage.
【0007】アンカーの寸法は直径 6〜20mm の丸棒が
好ましく、缶体との固定方法は従来より用いられている
溶接あるいはボルト止めで良い。The size of the anchor is preferably a round bar having a diameter of 6 to 20 mm, and the method of fixing the anchor to the can body may be welding or bolting conventionally used.
【0008】アンカーの形状については、Z形アンカー
の角度を鈍角とし2個組み合わせて溶接しX形とするか
脚部のみ溶接して逆Y形とするのが良い。またこれらの
中間的な形状であるX形の頭部の一方を長く、他方が短
い形状でも良い。さらに従来のアンカーに脚部を追加溶
接しても良い。Regarding the shape of the anchor, it is preferable that the angle of the Z-shaped anchor is obtuse and the two are combined and welded to form an X-shape or that only the legs are welded to form an inverted Y-shape. Further, one of the X-shaped heads, which is an intermediate shape between them, may be longer and the other may be shorter. Further, the leg may be additionally welded to the conventional anchor.
【0009】アンカーの角度、アンカーの頭部と脚部の
長さの比率については、施工状況などによって変える必
要があるため、特に限定されるものではないが、アンカ
ーの頭部角度は缶体面の垂直線に対し45度またはそれ
以下、複数脚部の開き角度は60〜30°、アンカーの
頭部の長さと脚部の長さの比率は1/2〜2/1にする
のが望ましい。The angle of the anchor and the ratio of the length of the head and the leg of the anchor need to be changed depending on the construction conditions, etc., and are not particularly limited. It is desirable that the angle between the plurality of legs is 45 ° or less with respect to the vertical line, the opening angle of the plurality of legs is 60 ° to 30 °, and the ratio of the length of the anchor head to the length of the leg is 1/2 to 2/1.
【0010】本願発明のアンカーを使用する場合におい
て、従来より使用されているV形・Y形・Z形およびこ
れらの変形形状アンカーとの併用も可能であり、また本
願発明による形状や長さの異なるアンカーを組み合わせ
て使用することも可能である。次にアンカー取り付け時
の脚部の開き方向は回転方向に脚部を広げた状態を基本
とする。しかし、実炉における応力方向は必ずしも一定
でないため脚部の開き方向にオフセット角を付けてもよ
いし、さらに脚部の開き方向を変えた組み合わせの使用
も可能である。When the anchor of the present invention is used, it can be used in combination with V-shaped, Y-shaped, and Z-shaped conventionally used anchors and their modified shapes. It is also possible to use different anchors in combination. Next, the opening direction of the legs when the anchor is attached is basically based on a state in which the legs are expanded in the rotation direction. However, since the stress direction in the actual furnace is not always constant, an offset angle may be given to the opening direction of the legs, and a combination in which the opening directions of the legs are changed may be used.
【0011】[0011]
【図1】に本願発明にて作成されたX形アンカーの例を
示す。FIG. 1 shows an example of an X-shaped anchor created by the present invention.
【0012】[0012]
【図1】は[Fig. 1]
【図2】FIG. 2
【図3】に示すZ形アンカーを組み合わせたものであ
り、アンカーどうしの接点は溶接により固定されてい
る。これらのアンカーをFIG. 3 shows a combination of the Z-shaped anchors shown in FIG. 3, and the contacts between the anchors are fixed by welding. These anchors
【図4】に示すようにセメントロータリーキルンの口元
部に使用し、耐熱温度1700℃の低セメントキャスタ
ブルを 300mm 厚さに施工して使用したところ、従来の
6ケ月耐用に対し、2倍の1年の耐用が得られた。As shown in Fig. 4, when used at the mouth of a cement rotary kiln, a low-cement castable with a heat-resistant temperature of 1700 ° C was applied to a thickness of 300 mm and used twice as long as the conventional 6-month durability. Endurance was obtained.
【発明の効果】本願発明のメタルアンカーをセメントロ
ータリーキルンの口元部に使用することにより、施工し
たキャスタブル耐火物の耐用の延長を図ることができ
た。By using the metal anchor of the present invention at the mouth of a cement rotary kiln, the service life of the castable refractory that has been constructed can be extended.
【0013】[0013]
【図1】X形アンカーの横断面図である。FIG. 1 is a cross-sectional view of an X-shaped anchor.
【図2】Z形アンカー(1)の横断面図である。FIG. 2 is a cross-sectional view of a Z-shaped anchor (1).
【図3】Z形アンカー(2)の横断面図である。FIG. 3 is a cross-sectional view of a Z-shaped anchor (2).
【図4】セメントロータリーキルンの口元部にX形アン
カーを配列した例の平面図である。FIG. 4 is a plan view of an example in which X-shaped anchors are arranged at the mouth of a cement rotary kiln.
【図5】セメントロータリーキルン口元部にX形アンカ
ーを使用した例の横断面図である。FIG. 5 is a cross-sectional view of an example in which an X-shaped anchor is used in a mouth portion of a cement rotary kiln.
1 Z形アンカー 2 Z形アンカー 3 X形アンカー 4 V形アンカー 5 キャスタブル 6 れんが止め 7 シェル 8 口元T金物 9 回転窯用れんが 1 Z-shaped anchor 2 Z-shaped anchor 3 X-shaped anchor 4 V-shaped anchor 5 Castable 6 Brick stop 7 Shell 8 Base T hardware 9 Brick for rotary kiln
Claims (2)
るメタルアンカーにおいて、缶体との接合部が複数脚を
有するアンカー1. A metal anchor used for holding an amorphous refractory, wherein the joint with a can body has a plurality of legs.
定形耐火物の施工方法および施工体。2. A construction method and a construction body for an amorphous refractory using the metal anchor according to claim 1.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP32614196A JP3787689B2 (en) | 1996-11-21 | 1996-11-21 | Metal anchor for irregular refractories |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP32614196A JP3787689B2 (en) | 1996-11-21 | 1996-11-21 | Metal anchor for irregular refractories |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH10153390A true JPH10153390A (en) | 1998-06-09 |
JP3787689B2 JP3787689B2 (en) | 2006-06-21 |
Family
ID=18184518
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP32614196A Expired - Lifetime JP3787689B2 (en) | 1996-11-21 | 1996-11-21 | Metal anchor for irregular refractories |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3787689B2 (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102645099A (en) * | 2012-05-11 | 2012-08-22 | 安徽海螺建材设计研究院 | Rivet connection structure of cement thermal equipment |
CN103808147A (en) * | 2014-01-22 | 2014-05-21 | 洛阳洛华窑业有限公司 | Anchoring method of kiln liner of cylindrical rotary thermal equipment |
JP2019196525A (en) * | 2018-05-10 | 2019-11-14 | 東京窯業株式会社 | Lance pipe |
-
1996
- 1996-11-21 JP JP32614196A patent/JP3787689B2/en not_active Expired - Lifetime
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102645099A (en) * | 2012-05-11 | 2012-08-22 | 安徽海螺建材设计研究院 | Rivet connection structure of cement thermal equipment |
CN103808147A (en) * | 2014-01-22 | 2014-05-21 | 洛阳洛华窑业有限公司 | Anchoring method of kiln liner of cylindrical rotary thermal equipment |
JP2019196525A (en) * | 2018-05-10 | 2019-11-14 | 東京窯業株式会社 | Lance pipe |
Also Published As
Publication number | Publication date |
---|---|
JP3787689B2 (en) | 2006-06-21 |
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