JPS6253563B2 - - Google Patents

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Publication number
JPS6253563B2
JPS6253563B2 JP3251979A JP3251979A JPS6253563B2 JP S6253563 B2 JPS6253563 B2 JP S6253563B2 JP 3251979 A JP3251979 A JP 3251979A JP 3251979 A JP3251979 A JP 3251979A JP S6253563 B2 JPS6253563 B2 JP S6253563B2
Authority
JP
Japan
Prior art keywords
steel material
rake
lifting
fixed skid
fixed
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.)
Expired
Application number
JP3251979A
Other languages
Japanese (ja)
Other versions
JPS55125223A (en
Inventor
Kunihiro Ito
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.)
Kawasaki Heavy Industries Ltd
Original Assignee
Kawasaki Heavy Industries 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 Kawasaki Heavy Industries Ltd filed Critical Kawasaki Heavy Industries Ltd
Priority to JP3251979A priority Critical patent/JPS55125223A/en
Publication of JPS55125223A publication Critical patent/JPS55125223A/en
Publication of JPS6253563B2 publication Critical patent/JPS6253563B2/ja
Granted legal-status Critical Current

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  • Reciprocating Conveyors (AREA)
  • Heat Treatments In General, Especially Conveying And Cooling (AREA)
  • Heat Treatment Of Articles (AREA)
  • Tunnel Furnaces (AREA)

Description

【発明の詳細な説明】 本発明は、鋼材の冷却床や加熱炉などに用いら
れる円柱状あるいは円筒状などの断面外形が円形
の鋼材を回転させながら移送する昇降レーキ式鋼
材回転搬送装置に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an elevating rake-type steel material rotary conveyance device that rotates and transfers steel material having a circular cross-sectional shape, such as a columnar or cylindrical shape, which is used in a cooling bed or a heating furnace for steel material.

或る先行技術は、前記鋼材を載置し得る固定ス
キツドと、該固定スキツドに並設されたドツグ付
チエンと、そのドツグ付チエンを牽引する駆動手
段とを有している。鋼材の搬送に当つては、固定
スキツド上で鋼材を搬送方向にころがしながら運
ぶ。このような先行技術では、ドツグと鋼材との
接触面で、滑りを生じる。このためドツグが摩耗
するとともに鋼材の表面にすり疵が発生する。ド
ツグに、鋼材を円滑に搬送するためのローラが設
けられている場合において、そのローラにスケー
ルなどが侵入して回転が不良になつたときにも同
様にすり疵が発生する。
A certain prior art has a fixed skid on which the steel material can be placed, a chain with a dog installed in parallel with the fixed skid, and a drive means for pulling the chain with a dog. When transporting steel materials, the steel materials are rolled on fixed skids in the transport direction. In such prior art, slipping occurs at the contact surface between the dog and the steel material. As a result, the dog wears out and scratches occur on the surface of the steel material. In cases where the dog is provided with rollers for smoothly conveying the steel material, scratches also occur when scale or the like enters the rollers and the rollers become malfunctioning.

このすり疵の発生を防止した他の先行技術は、
三角状または波状の鋼材載置面を有する固定レー
キと、該固定レーキに並設された昇降レーキと、
昇降レーキを昇降および水平動作させて矩形の行
程運動あるいは円形の行程運動を行なわしめ鋼材
を回転させる駆動手段とを有している(特公昭51
−15830、特開昭52−36547、特公昭52−6924)。
鋼材の搬送に当つては、固定レーキに乗載されて
いる鋼材を昇降レーキによつて一斉に押上げて支
持し、昇降レーキを水平移動させて鋼材を搬送方
向に運び、その後昇降レーキと下降させて固定レ
ーキの搬送方向に沿う別の位置に乗載させる。こ
のような先行技術では、全ての鋼材を昇降レーキ
によつて一旦持上げる。
Other prior art techniques that prevent the occurrence of scratches include:
A fixed rake having a triangular or wavy steel material mounting surface, and an elevating rake installed in parallel with the fixed rake;
It has a drive means that rotates the steel material by moving the lifting rake up and down and horizontally to perform rectangular stroke motion or circular stroke motion (Special Publication No. 51).
-15830, JP-A-52-36547, JP-A-52-6924).
When transporting steel materials, the steel materials on the fixed rake are pushed up and supported all at once by the lifting rake, the lifting rake is moved horizontally to carry the steel material in the conveying direction, and then the lifting rake and the lowering are carried out. Then, the fixed rake is placed at another position along the transport direction. In such prior art, all steel materials are once lifted by a lifting rake.

しかして近年、鉄鋼製品の大型化あるいは生産
能率と歩留りの向上などの目的で、冷却床または
加熱炉に供給される鋼材の重量は、ますます大き
なものが要求されてきている。冷却床または加熱
炉内の鋼材重量が増大した場合には、固定レーキ
だけでなく昇降レーキの機械的強度を向上させな
ければならない。加えて昇降レーキの駆動動力を
増大させなければならない。したがつて設備費が
増大する。
However, in recent years, for the purpose of increasing the size of steel products or improving production efficiency and yield, the weight of steel materials supplied to cooling beds or heating furnaces has become increasingly required. If the weight of steel in the cooling bed or heating furnace increases, the mechanical strength of not only the fixed rake but also the lifting rake must be improved. In addition, the driving power of the lifting rake must be increased. Therefore, equipment costs increase.

それゆえに本発明の目的は、昇降レーキの機械
的強度の向上およびその駆動動力の増大を極力抑
えて大重量の鋼材を搬送することができる鋼材の
回転搬送装置の提供にある。
SUMMARY OF THE INVENTION Therefore, an object of the present invention is to improve the mechanical strength of an elevating rake and to provide a rotary conveyance device for steel materials that can transport heavy steel materials while suppressing an increase in driving power as much as possible.

第1図は本発明の一実施例の平面図であり、第
2図はその側面図であり、第3図は第2図の切断
面線−に沿う簡略化した断面図である。本件
搬送装置1は、冷却床または加熱炉に適用された
ものである。中実円柱状あるいは中空円筒状の長
尺鋼材A(各個の鋼材を総括して参照符Aで示
す)は、入側ローラテーブル2によつて矢符3の
ように運ばれ、受入れチエントランスフア4によ
つて搬送装置1に載置される。搬送装置1は、鋼
材Aを搬送方向5に搬送し、この過程で鋼材Aは
冷却または加熱される。冷却または加熱された鋼
材Aは、搬送装置1から出側ローラテーブル7に
直接払出され、矢符8の方向に運ばれる。
FIG. 1 is a plan view of one embodiment of the present invention, FIG. 2 is a side view thereof, and FIG. 3 is a simplified sectional view taken along the section line - in FIG. 2. The present conveyance device 1 is applied to a cooling bed or a heating furnace. A long steel material A in the shape of a solid cylinder or a hollow cylinder (individual steel materials are collectively indicated by the reference numeral A) is transported by the entrance roller table 2 as shown by the arrow 3, and is transported to the receiving chain transfer floor. 4 is placed on the conveying device 1. The conveyance device 1 conveys the steel material A in the conveyance direction 5, and the steel material A is cooled or heated during this process. The cooled or heated steel material A is directly delivered from the conveying device 1 to the exit roller table 7 and transported in the direction of the arrow 8.

搬送装置1において、複数の固定スキツド9
は、搬送方向5に平行に、かつ搬送方向5に直角
な方向(第1図の上下方向、第3図の左右方向)
に間隔をあけて配置されている。固定スキツド9
の間には、固定スキツド9に平行に複数の昇降レ
ーキ10が並設されている。
In the conveying device 1, a plurality of fixed skids 9
is a direction parallel to the conveyance direction 5 and perpendicular to the conveyance direction 5 (vertical direction in Fig. 1, horizontal direction in Fig. 3)
are placed at intervals. Fixed skid 9
A plurality of lifting rakes 10 are arranged parallel to the fixed skid 9 between them.

昇降レーキ10を昇降および水平移動するため
の駆動手段11は第2図に示すように構成され
る。各昇降レーキ10の下部には、脚12a,1
3aを介して支持ビーム12,13が固着されて
いる。支持ビーム12,13は、搬送方向5に間
隔をあけて配置され、搬送方向5に直角方向にか
つ水平に延びる。支持ビーム12,13の下部に
は、搬送方向5に水平な案内面を有するレール1
4,15が固着されている。レール14,15の
案内面を支持するローラ16,17は、レバー1
8,19の一端に軸支される。「く」の字形のレ
バー18,19の中間部は、固定位置に水平に枢
支された連動軸20,21に固着されている。レ
バー18,19の他端は連動ロツド24にピン結
合され、連動軸20は駆動レバー25を介して昇
降用油圧シリンダ26によつて回動される。
A driving means 11 for raising and lowering and horizontally moving the lifting rake 10 is constructed as shown in FIG. At the bottom of each lifting rake 10, legs 12a, 1
Support beams 12 and 13 are fixed via 3a. The support beams 12, 13 are spaced apart in the transport direction 5 and extend horizontally and perpendicular to the transport direction 5. At the bottom of the support beams 12 and 13, there is a rail 1 having a horizontal guide surface in the transport direction 5.
4 and 15 are fixed. The rollers 16 and 17 that support the guide surfaces of the rails 14 and 15 are
It is pivotally supported at one end of 8 and 19. The intermediate portions of the dogleg-shaped levers 18 and 19 are fixed to interlocking shafts 20 and 21 that are horizontally pivoted at fixed positions. The other ends of the levers 18 and 19 are pin-coupled to an interlocking rod 24, and the interlocking shaft 20 is rotated by a lifting hydraulic cylinder 26 via a drive lever 25.

昇降レーキ10の下部には固定片27が固着さ
れている。リンク28の一端は固定片27にピン
29によつて結合され、他端はレバー30の上端
にピン29よりも上方でかつ搬送方向5の後方の
ピン31によつて結合されている。レバー30の
下端は、固定位置に水平に枢支された連動軸32
に固着される。連動軸32は、レバー33を介し
て、位置合わせ用油圧シリンダ34によつて回動
される。連動軸32したがつてレバー30の回動
角位置は、参照符S1,S2で示される。
A fixing piece 27 is fixed to the lower part of the lifting rake 10. One end of the link 28 is connected to the fixed piece 27 by a pin 29, and the other end is connected to the upper end of the lever 30 by a pin 31 above and behind the pin 29 in the conveying direction 5. The lower end of the lever 30 is connected to an interlocking shaft 32 which is horizontally pivoted at a fixed position.
is fixed to. The interlocking shaft 32 is rotated by a positioning hydraulic cylinder 34 via a lever 33. The rotational angular positions of the interlocking shaft 32 and therefore of the lever 30 are indicated by the references S1, S2.

第4図は固定スキツド9と昇降レーキ10との
一部の拡大側面図である。第4図において、予め
定めた静止位置にある鋼材Aに昇降レーキ10が
上昇過程で丁度接触した状態を実線で示し、また
昇降レーキ10が上限位置にある状態を二点鎖線
で示している。固定スキツド9の水平な上面に
は、鋼材Aが等しい間隔(以下ピツチpという)
で搬送方向5に連続して乗載されている。昇降レ
ーキ10は固定スキツド9の上面と平行な姿勢を
維持したままで、直線43に近似した円弧状の軌
跡44を辿つて昇降される。
FIG. 4 is an enlarged side view of a portion of the fixed skid 9 and the lifting rake 10. In FIG. 4, the state in which the lifting rake 10 just contacts the steel material A at a predetermined stationary position during the rising process is shown by a solid line, and the state in which the lifting rake 10 is at the upper limit position is shown by a chain double-dashed line. On the horizontal upper surface of the fixed skid 9, steel members A are arranged at equal intervals (hereinafter referred to as pitch p).
The objects are continuously loaded in the transport direction 5. The lifting rake 10 is raised and lowered while maintaining a posture parallel to the upper surface of the fixed skid 9, following an arcuate trajectory 44 that approximates a straight line 43.

この実施例では、後に詳述する点M1,M2間
において、直線状の昇降軌跡43に近似した円弧
状軌跡44を描いて、昇降レーキ10を昇降させ
る。点M1,M2間における昇降軌跡43と円弧
状軌跡44との差dは、ピン29,31の位置お
よびリンク28の長さを適当に選定することによ
つて、小さくすることができ、したがつて直線状
の昇降軌跡43に充分近似した円弧運動の軌跡を
得ることができる。以下、適宜に、昇降レーキ1
0は直線状に昇降軌跡43を辿るものとして説明
してゆく。
In this embodiment, the lifting rake 10 is raised and lowered by drawing an arcuate trajectory 44 that approximates a linear lifting trajectory 43 between points M1 and M2, which will be described in detail later. The difference d between the vertical locus 43 and the arcuate locus 44 between points M1 and M2 can be reduced by appropriately selecting the positions of the pins 29 and 31 and the length of the link 28; As a result, it is possible to obtain a locus of arcuate motion that sufficiently approximates the linear elevation locus 43. Below, as appropriate, lifting rake 1
0 will be explained on the assumption that the ascending/descending locus 43 is followed in a straight line.

昇降レーキ10は、搬送方向5にピツチpに等
しい間隔で連続した回転用突部40を有する。隣
合う突部40の間には平坦部39が設けられてい
る。この平坦部39は昇降レーキ10が最も上昇
した位置(以下上限位置という)にあるときでも
後述するように固定レーキ9の上面よりも下にな
るよう配慮されている。回転用突部40は、搬送
方向5に向つて上向きの傾斜面41と、上向き傾
斜面41の頂部45から下向きに傾斜した押上げ
傾斜面42とから成る。この押上げ傾斜面42が
水平面に対して成す角度αは、鋼材Aのころがり
摩擦角よりも大きい角度であり、この実施例では
α=30度である。上向き傾斜面41が固定スキツ
ド9の上面に対して成す角度βは、昇降レーキ1
0の直線状昇降軌跡43が固定スキツド9の上面
に対して成す角度θ(後述のようにθ=75度)と
の間に、β≦θの関係を有していなければならな
い。その理由は、昇降レーキ10の昇降軌跡43
に延つて下降する際に、上向き傾斜面41が鋼材
Aに接触することを避けるためである。回転用突
部40の強度を向上させるためには角度βをでき
るだけ小さくすれば良いが、この実施例ではβ=
θとする。
The lifting rake 10 has rotating protrusions 40 that are continuous in the conveying direction 5 at intervals equal to the pitch p. A flat portion 39 is provided between adjacent protrusions 40 . This flat portion 39 is designed to be lower than the upper surface of the fixed rake 9 even when the lifting rake 10 is at the highest position (hereinafter referred to as the upper limit position), as will be described later. The rotating protrusion 40 includes an inclined surface 41 facing upward in the conveying direction 5 and a pushing-up inclined surface 42 inclined downward from the top 45 of the upward inclined surface 41. The angle α that this push-up inclined surface 42 forms with the horizontal plane is larger than the rolling friction angle of the steel material A, and in this embodiment, α=30 degrees. The angle β that the upwardly inclined surface 41 forms with the upper surface of the fixed skid 9 is
The relationship β≦θ must be established between the angle θ (θ=75 degrees as described later) that the linear vertical locus 43 of 0 and the upper surface of the fixed skid 9 forms. The reason is that the lifting trajectory 43 of the lifting rake 10
This is to prevent the upwardly inclined surface 41 from coming into contact with the steel material A when extending and descending. In order to improve the strength of the rotating protrusion 40, the angle β should be made as small as possible, but in this embodiment, β=
Let it be θ.

ここで昇降レーキ10の昇降軌跡43が固定ス
キツド9の上面に対して成す角度θを、固定スキ
ツド9の上面と押上げ傾斜面42との挟角をγと
すると、θ=γ/2=(180゜−α)/2に選ぶ。
その理由を次に述べる。
Here, if the angle θ that the lifting locus 43 of the lifting rake 10 forms with the top surface of the fixed skid 9 is γ, and the included angle between the top surface of the fixed skid 9 and the push-up inclined surface 42 is γ, then θ=γ/2=( Select 180°−α)/2.
The reason for this is explained below.

押上げ傾斜面42は、固定スキツド9の上面に
乗載されている鋼材Aの図心Gを通る鉛直線より
も搬送方向5の後方で、その鋼材Aの外周面に接
触して昇降軌跡43に沿つて押上げ、鋼材Aに回
転力を与える。そのため鋼材Aは固定スキツド9
の上面を搬送方向5にころがり搬送される。
The push-up inclined surface 42 contacts the outer circumferential surface of the steel material A mounted on the upper surface of the fixed skid 9 in the conveying direction 5 behind the vertical line passing through the centroid G of the steel material A, and lifts the steel material A onto the upper surface of the fixed skid 9. Push up along the direction and apply rotational force to steel material A. Therefore, steel material A is fixed skid 9
It is rolled and conveyed in the conveying direction 5 on the upper surface of the sheet.

第4図において、昇降レーキ10が上昇過程で
鋼材Aに丁度接触した状態で、静止状態にある鋼
材Aと固定スキツド9の上面との接触点をK、押
上げ傾斜面42と鋼材Aとの接触点をM1で示
す。また二点鎖線で示す昇降レーキ10の上限位
置で、鋼材Aと固定スキツド9の上面との接触点
をL、押上げ傾斜面42と鋼材Aとの接触点を
N、そして押上げ傾斜面42における接触点M1
が上限位置に移動した点をM2で示す。
In FIG. 4, when the lifting rake 10 is just in contact with the steel material A during the rising process, K is the contact point between the stationary steel material A and the upper surface of the fixed skid 9, and the contact point between the push-up inclined surface 42 and the steel material A is The contact point is indicated by M1. Further, at the upper limit position of the lifting rake 10 shown by the two-dot chain line, the contact point between the steel material A and the upper surface of the fixed skid 9 is L, the contact point between the push-up slope 42 and the steel material A is N, and the push-up slope 42 Contact point M1 at
The point at which the point has moved to the upper limit position is indicated by M2.

鋼材Aが、固定スキツド9の上面と押上げ傾斜
面42とに接触し、両接触面で滑りなしにころが
るためには、固定スキツド9の上面における点
K,L間の長さすなわち昇降レーキ10の1回の
上昇によつて鋼材Aが搬送される距離と、押
上げ傾斜面42の点M2,N間の長さすなわち昇
降レーキ10の上昇時における押上げ傾斜面42
が鋼材Aに接触する部分の長さ2とが等しく
なければならない。つまり =2 …(1) また固定スキツド9の上面における点K,Lを結
ぶ直線と、点M1,Nを結ぶ直線とは平行であつ
て、かつその長さは等しい。つまり =1 …(2) (1)式および(2)式から 1=2 …(3) つまり、3点N,M1,M2を結ぶ三角形は、点
Nを頂点とし、2点M1,M2を結ぶ直線1
2を底辺とする二等辺三角形を形成することにな
る。直線12は、昇降レーキ10の昇降方向
43に平行であり、 ∠NM1M2=∠NM2M1=θ …(4) 三角形の内角の和は180度なので、二等辺三角形
N,M1,N2において、 α+2θ=180゜ …(5) θ=1/2(180゜−α) …(6) ここで固定スキツド9の上面と押上げ傾斜面42
との成す挟角γ=180゜−αなので、 θ=1/2γ …(7) となる。
In order for the steel material A to contact the upper surface of the fixed skid 9 and the push-up inclined surface 42 and roll without slipping on both contact surfaces, the length between points K and L on the upper surface of the fixed skid 9, that is, the lifting rake 10 The distance that the steel material A is conveyed by one lift of
must be equal to the length 2 of the part that contacts steel material A. That is, =2...(1) Also, the straight line connecting points K and L on the upper surface of fixed skid 9 and the straight line connecting points M1 and N are parallel and have the same length. In other words, =1...(2) From equations (1) and (2), 1=2...(3) In other words, a triangle connecting three points N, M1, and M2 has point N as its vertex and two points M1 and M2 as Connecting straight line 1
This forms an isosceles triangle with base 2. The straight line 12 is parallel to the lifting direction 43 of the lifting rake 10, and ∠NM1M2=∠NM2M1=θ...(4) Since the sum of the interior angles of the triangle is 180 degrees, in isosceles triangles N, M1, and N2, α+2θ=180 ° ...(5) θ = 1/2 (180 ° - α) ...(6) Here, the upper surface of the fixed skid 9 and the push-up inclined surface 42
Since the included angle formed by γ=180°−α, θ=1/2γ …(7).

したがつて、昇降レーキ10の昇降軌跡43
が、固定スキツド9の上面に対して成す角度θ
を、固定スキツド9の上面と押上げ傾斜面42の
挟角γの1/2にとれば、固定スキツド9上面の
と押上げ傾斜面42の1とは等しくなる。そ
して鋼材Aは固定スキツド9の上面および押上げ
傾斜面42と滑りなしのころがり接触をしながら
回転搬送されることになる。
Therefore, the lifting trajectory 43 of the lifting rake 10
is the angle θ formed with the upper surface of the fixed skid 9
If it is taken to be 1/2 of the included angle γ between the upper surface of the fixed skid 9 and the push-up inclined surface 42, the upper surface of the fixed skid 9 and the pushed-up inclined surface 42 become equal to 1. The steel material A is rotated and conveyed while being in rolling contact with the upper surface of the fixed skid 9 and the push-up inclined surface 42 without slipping.

鋼材Aは固定スキツド9の上面に乗載される間
隔すなわちピツチpは、次の(1)〜(3)の条件を満す
ように選ばれる。すなわち(1)鋼材Aが相互に接触
しないように鋼材A相互間をあける。(2)その間隔
は搬送装置1が不経済に大きくならない程度のも
のとする。(3)昇降レーキ10の上向き傾斜面41
が鋼材Aに接触しないように第4図に示すような
間隔eを確保する。
The interval at which the steel material A is mounted on the upper surface of the fixed skid 9, that is, the pitch p, is selected so as to satisfy the following conditions (1) to (3). That is, (1) the steel materials A are spaced apart so that the steel materials A do not come into contact with each other; (2) The distance should be such that the transport device 1 does not become uneconomically large. (3) Upward inclined surface 41 of the lifting rake 10
A distance e as shown in FIG. 4 is ensured so that the steel material A does not come into contact with the steel material A.

これらの条件(1)〜(3)を勘案して、ピツチpは鋼
材Aの搬送されるべき最大の直径Dの約1.5倍
(p≒1.5D…(8))に定められる。また昇降レーキ
10の1回の昇降による鋼材Aの搬送距離はピツ
チpの1/2に選ばれる。すなわち =1=2=1/2p …(9) である。
Taking these conditions (1) to (3) into consideration, the pitch p is determined to be approximately 1.5 times the maximum diameter D of the steel material A to be transported (p≈1.5D...(8)). Further, the conveyance distance of the steel material A by one lifting and lowering of the lifting rake 10 is selected to be 1/2 of the pitch p. That is, =1=2=1/2p...(9).

ここで、昇降レーキ10の1回の昇降による搬
送されるべき最大の直径Dを有する鋼材Aの回転
角度φを説明する。
Here, the rotation angle φ of the steel material A having the maximum diameter D to be conveyed by one lifting and lowering of the lifting rake 10 will be explained.

φ=360゜×KL/πD …(10) 式(10)に式(8),(9)の関係を代入すると φ≒360×1.5D/2πD=86゜≒90゜ …(11) p≒1.5Dとすれば鋼材Aは約90度ずつ回転され
ながら搬送されることになる。
φ=360゜×KL/πD …(10) Substituting the relationship of formulas (8) and (9) into formula (10), φ≒360×1.5D/2πD=86゜≒90゜ …(11) p If it is ≒1.5D, steel material A will be transported while being rotated approximately 90 degrees at a time.

昇降レーキ10の形状は、次の(1)〜(4)の条件に
よつて定まる。すなわち(1)角度αが鋼材Aのころ
がり摩擦角より大(この実施例ではα=30度)。
(2)=1=2=1/2pである。(3)鋼材Aと
押 上げ傾斜面42との接触点M1は鋼材Aの図心G
よりも下方でかつ搬送方向後方に位置する。(4)平
坦部39は昇降レーキ10の上限位置において固
定スキツド9の上面よりも下方に間隔fをとつて
位置しなければならない。
The shape of the lifting rake 10 is determined by the following conditions (1) to (4). That is, (1) the angle α is larger than the rolling friction angle of the steel material A (in this example, α=30 degrees).
(2)=1=2=1/2p. (3) The contact point M1 between the steel material A and the push-up inclined surface 42 is the centroid G of the steel material A.
It is located below and rearward in the conveyance direction. (4) The flat portion 39 must be located below the upper surface of the fixed skid 9 at a distance f at the upper limit position of the lifting rake 10.

なお実用上押上げ傾斜面42の長さは鋼材Aと
の接触点M1より搬送方向後方に余裕を持たせる
ことが好ましい。
In addition, in practical terms, it is preferable that the length of the push-up inclined surface 42 is made to have a margin behind the contact point M1 with the steel material A in the conveyance direction.

この実施例においては、固定スキツド9の上面
は水平であり、押上げ傾斜面42が水平面に対し
て成す角度α=30度であるので、角度γ=180−
30=150度であり、昇降軌跡43が固定スキツド
上面に対して成す角度θ=1/2×150=75度であ
る。また上向き傾斜面41が固定スキツド9の上
面に対して成す角度β=θ=75度である。
In this embodiment, the upper surface of the fixed skid 9 is horizontal, and since the push-up inclined surface 42 makes an angle α=30 degrees with respect to the horizontal plane, the angle γ=180−
30=150 degrees, and the angle .theta. that the elevation locus 43 forms with the upper surface of the fixed skid is 1/2.times.150=75 degrees. Further, the angle β=θ=75 degrees that the upwardly inclined surface 41 forms with the upper surface of the fixed skid 9 is made.

駆動手段11によつて駆動される昇降レーキ1
0の運動軌跡は、少なくとも昇降レーキ10が鋼
材Aに接触してから上限位置に達するまでの区間
すなわち点M1,M2間においては、固定スキツ
ド9の上面に対して成す角度θが角度γの1/2で
ある直線状の昇降軌跡43に一致することが望ま
しい。そうすることによつて、上述のごとく鋼材
Aならびに固定スキツド9の上面および押上げ傾
斜面42間の滑りをなくすことができる。
Lifting rake 1 driven by drive means 11
0, the angle θ formed with the upper surface of the fixed skid 9 is equal to 1 of the angle γ, at least in the section from when the lifting rake 10 contacts the steel material A until it reaches the upper limit position, that is, between points M1 and M2. It is desirable that the height corresponds to the linear vertical locus 43 which is /2. By doing so, it is possible to eliminate slippage between the steel material A, the upper surface of the fixed skid 9, and the push-up inclined surface 42, as described above.

第5図を参照しながら動作を説明する。先ず、
位置合わせ用油圧シリンダ34によつてレバー3
0を回動角位置S1に設定し、昇降用油圧シリン
ダ26を伸長して第5図1の状態とする。このと
き昇降レーキ10は最も降下した位置(以下下限
位置という)にある。鋼材A1〜A4は固定スキ
ツド9の上面にピツチpで乗載されている。
The operation will be explained with reference to FIG. First of all,
The lever 3 is moved by the positioning hydraulic cylinder 34.
0 is set at the rotation angle position S1, and the lifting hydraulic cylinder 26 is extended to the state shown in FIG. 51. At this time, the lifting rake 10 is at the lowest position (hereinafter referred to as the lower limit position). The steel materials A1 to A4 are mounted on the upper surface of the fixed skid 9 at a pitch p.

次に昇降用油圧シリンダ26を縮小してゆく
と、昇降レーキ10の水平状態を保つたままでピ
ン31を中心としてピン29,31の中心間距離
を半径とする円弧状の軌跡44を辿りつつ上昇し
てゆき、第5図2の状態になる。昇降レーキ10
の押上げ傾斜面42は、固定スキツド9の上面に
乗載された鋼材A1〜A4の下面に丁度接触した
状態にある。このとき押上げ傾斜面42における
接触点M1は、各鋼材A1〜A4の図心Gよりも
下方で搬送方向5の後方にある。
Next, as the lifting hydraulic cylinder 26 is reduced, the lifting rake 10 remains horizontal and rises while following an arcuate trajectory 44 centered on the pin 31 and having a radius equal to the distance between the centers of the pins 29 and 31. As a result, the state shown in FIG. 52 is reached. Lifting rake 10
The push-up inclined surface 42 is in just contact with the lower surface of the steel materials A1 to A4 mounted on the upper surface of the fixed skid 9. At this time, the contact point M1 on the push-up inclined surface 42 is located below and behind the centroid G of each of the steel materials A1 to A4 in the conveying direction 5.

昇降用油圧シリンダ26をさらに縮小してゆく
と、昇降レーキ10はさらに上昇して上限位置に
達し、第5図3の状態になる。鋼材A1〜A4
は、その下面が押上げ傾斜面42に押上げられな
がら、固定スキツド9の上面を搬送方向5側に回
転してゆく。昇降レーキ10の上昇速度は、鋼材
A1〜A4が慣性力によつてころがり過ぎない程
度に設定される。例えば第4図に示すような間隔
eを残して鋼材を停止させる。しかしたとえ昇降
レーキ10の上昇速度が大き過ぎたとしても、鋼
材Aは回転用突部40の上向き傾斜面41に当つ
て止る。こうして鋼材A1〜A4は、p/2だけ
搬送方向5前方に回転搬送される。
As the lifting hydraulic cylinder 26 is further reduced, the lifting rake 10 further rises and reaches its upper limit position, resulting in the state shown in FIG. 5. Steel materials A1 to A4
rotates the upper surface of the fixed skid 9 in the conveyance direction 5 while its lower surface is pushed up by the push-up inclined surface 42. The rising speed of the lifting rake 10 is set to such an extent that the steel materials A1 to A4 do not roll too much due to inertial force. For example, the steel material is stopped leaving a gap e as shown in FIG. However, even if the rising speed of the lifting rake 10 is too high, the steel material A hits the upwardly inclined surface 41 of the rotating protrusion 40 and stops. In this way, the steel materials A1 to A4 are rotationally conveyed forward in the conveyance direction 5 by p/2.

上述のように、昇降レーキ10が第5図2の位
置から第5図3の上限位置に達する途中で、鋼材
A1〜A4は回転搬送されるが、各鋼材A1〜A
4の重量の大部分は固定スキツド9によつて常に
受けられている。そのため昇降レーキ10の強度
およびその昇降レーキ10のための駆動動力の増
大を抑えることができる。
As mentioned above, while the lifting rake 10 reaches the upper limit position shown in FIG. 5 2 from the position shown in FIG. 5 3, the steel materials A1 to A4 are rotated and conveyed.
Most of the weight of 4 is always borne by the fixed skid 9. Therefore, an increase in the strength of the lifting rake 10 and the driving power for the lifting rake 10 can be suppressed.

次に、昇降用油圧シリンダ26を伸長して、昇
降レーキ10の第5図1の状態つまり下限位置に
もたらす。その後、位置合わせ用油圧シリンダ3
4によつてレバー30を回転角位置S1からS2
に設定して、昇降レーキ10を第5図1の状態か
ら搬送方向5の前方にp/2だけ前進させる。こ
の状態は第5図4に示される。
Next, the lifting hydraulic cylinder 26 is extended to bring the lifting rake 10 to the state shown in FIG. 51, that is, to the lower limit position. After that, the positioning hydraulic cylinder 3
4, the lever 30 is rotated from the angular position S1 to S2.
is set, and the lifting rake 10 is advanced by p/2 forward in the conveyance direction 5 from the state shown in FIG. This state is shown in FIG. 5.

そこで昇降用油圧シリンダ26を縮小して、昇
降レーキ10を上昇し第5図5の状態を経て第5
図6の状態にする。この昇降レーキ10の上昇の
途中で、鋼材A1〜A4が搬送方向5の前方に
p/2だけ回転搬送される。第5図6の状態で、
鋼材A1は、出側ローラテーブル7に払出され、
第1図に示すように矢符8の方向に運ばれる。引
続いて、第5図6のように上限位置にある昇降レ
ーキ10を下降して下限位置にする。それととも
に位置合わせ用油圧シリンダ34を伸長してレバ
ー30を回動角位置S2からS1に戻すことによ
つて、昇降レーキ10を搬送方向5とは逆方向に
p/2だけ後退させる。こうして第5図1の状態
に戻す。この間、新しい鋼材A5が入側ローラテ
ーブル2で運ばれ、受入れチエントランスフア4
によつて固定スキツド9上面に乗載される。以下
第5図1〜第5図6に動作が繰返されて、鋼材A
2〜A5が固定スキツド9上を回転されつつ搬送
される。
Therefore, the lifting hydraulic cylinder 26 is reduced, the lifting rake 10 is raised, and the state shown in FIG.
Set the state as shown in FIG. During the ascent of the elevating rake 10, the steel materials A1 to A4 are rotated and conveyed forward in the conveying direction 5 by p/2. In the state of Fig. 5 6,
The steel material A1 is delivered to the exit roller table 7,
It is carried in the direction of arrow 8 as shown in FIG. Subsequently, as shown in FIG. 5, the lifting rake 10 at the upper limit position is lowered to the lower limit position. At the same time, by extending the positioning hydraulic cylinder 34 and returning the lever 30 from the rotation angle position S2 to S1, the lifting rake 10 is retreated by p/2 in the direction opposite to the conveying direction 5. In this way, the state shown in FIG. 51 is restored. During this time, a new steel material A5 is transported by the entry roller table 2 and transferred to the receiving chain transfer shaft 4.
is mounted on the upper surface of the fixed skid 9. The operations are repeated from FIG. 5 1 to FIG. 5 6, and the steel material A
2 to A5 are conveyed while being rotated on a fixed skid 9.

第6図は本発明の他の実施例の平面図であり、
第7図はその側面から見た断面図であり、第8図
は第7図1の切断面線−に沿う断面図であ
る。この実施例では、第1図〜第5図に関連して
述べた前述の実施例との対応部分に同一の参照符
号を用いる。第1図〜第5図の実施例の昇降レー
キ10に対応した一対の昇降レーキ、およびそれ
に関連する対応部分には、添字a,bを付す。
FIG. 6 is a plan view of another embodiment of the present invention,
FIG. 7 is a sectional view seen from the side, and FIG. 8 is a sectional view taken along the section line - of FIG. 71. In this embodiment, the same reference numerals are used for corresponding parts as in the previous embodiment described in connection with FIGS. 1-5. A pair of elevating rakes corresponding to the elevating rake 10 of the embodiment shown in FIGS. 1 to 5 and corresponding parts related thereto are designated with suffixes a and b.

搬送装置1において、複数の固定スキツド9
は、搬送方向5に沿つて平行に、かつ搬送方向5
に直角方向(第6図の上下方向、第8図の左右方
向)に間隔をあけて配置される。各固定スキツド
9の間には、固定スキツド9に平行に複数組の対
を成す昇降レーキ10a,10bが並設される。
In the conveying device 1, a plurality of fixed skids 9
is parallel to and along the conveying direction 5.
They are arranged at intervals in a direction perpendicular to (vertical direction in FIG. 6, horizontal direction in FIG. 8). Between each fixed skid 9, a plurality of pairs of lifting rakes 10a and 10b are arranged parallel to the fixed skid 9.

昇降レーキ10a,10bを昇降するための駆
動手段60は次のように構成される。各昇降レー
キ10aの下部は、脚61,62を介して支持ビ
ーム63,64に固着される。支持ビーム63,
64の下部には搬送方向5に水平な案内面を有す
るレール65,66が設けられる。同様にして、
各昇降レーキ10bは脚67,68を介して支持
ビーム69,70に固着され、支持ビーム69,
70にはレール71,72が設けられる。レール
65,66;71,72の案内面を支持するロー
ラ73,74;75,76は、Y字形レバー7
7,78の両腕に軸支されている。Y字形レバー
77,78は固定位置に水平に枢支された連動軸
79,80に固着される。Y字形レバー77,7
8の下端は、連動ロツド82にピン結合される。
連動軸79は、駆動レバー83を介して昇降用油
圧シリンダ84によつて回動される。
The driving means 60 for raising and lowering the lifting rakes 10a and 10b is constructed as follows. The lower part of each lifting rake 10a is fixed to support beams 63, 64 via legs 61, 62. support beam 63,
Rails 65 and 66 having guide surfaces horizontal to the conveyance direction 5 are provided at the lower part of the conveyance direction 5 . Similarly,
Each lifting rake 10b is fixed to support beams 69, 70 via legs 67, 68, and
70 is provided with rails 71 and 72. The rollers 73, 74; 75, 76 that support the guide surfaces of the rails 65, 66; 71, 72 are connected to the Y-shaped lever 7.
It is pivotally supported by both arms of 7 and 78. The Y-shaped levers 77, 78 are fixed to interlocking shafts 79, 80 which are horizontally pivoted in fixed positions. Y-shaped lever 77,7
The lower end of 8 is pin-coupled to an interlocking rod 82.
The interlocking shaft 79 is rotated by a lifting hydraulic cylinder 84 via a drive lever 83.

昇降レーキ10a,10bは下部には、固定片
86,87が固着される。リンク88,89の一
端部は、固定片86,87にピン90,91によ
つてピン結合され、他端部は、固定位置に設けら
れたブラケツト92の上端部に、ピン90,91
よりも上方にかつ搬送方向5後方のピン93によ
つてピン結合される。昇降レーキ10a,10b
は搬送方向5に鋼材Aの乗載ピツチpの半分p/
2ずらして設けられる。
Fixing pieces 86 and 87 are fixed to the lower portions of the lifting rakes 10a and 10b. One end of the links 88, 89 is connected to the fixed pieces 86, 87 by pins 90, 91, and the other end is connected to the upper end of a bracket 92 provided at a fixed position by pins 90, 91.
It is pin-coupled by a pin 93 above and rearward in the conveying direction 5. Lifting rake 10a, 10b
is half p/ of the mounting pitch p of steel material A in the conveyance direction 5.
They are set at two different locations.

昇降手段60は、昇降レーキ10a,10bを
水平に保つたままで、一方が上昇するとき、他方
が降下するように、昇降レーキ10a,10bを
昇降駆動する。
The lifting means 60 drives the lifting rakes 10a, 10b up and down so that when one goes up, the other goes down, while keeping the lifting rakes 10a, 10b horizontal.

第9図および第7図を参照して動作を説明す
る。鋼材A1〜A4は、第9図1のように固定ス
キツド9の上面にピツチpで乗載されている。先
ず第9図1のように昇降レーキ10a,10bを
同一高さ位置(この同一高さ位置を中立位置と称
することにする)とする。この目的で、第7図1
のように昇降用油圧シリンダ84の伸縮長さを中
立位置となるように調節する。
The operation will be explained with reference to FIGS. 9 and 7. The steel materials A1 to A4 are placed on the upper surface of the fixed skid 9 at a pitch p as shown in FIG. 91. First, as shown in FIG. 9, the lifting rakes 10a and 10b are set at the same height position (this same height position will be referred to as a neutral position). For this purpose, Figure 7 1
Adjust the extension/contraction length of the lifting hydraulic cylinder 84 to the neutral position as shown in FIG.

次に第7図2のように昇降用油圧シリンダ84
をさらに縮小してゆくと、一方の昇降レーキ10
aは、水平状態を保つたままでピン93を中心と
してピン90,91の中心間距離を半径とする円
弧状の軌跡44aを辿りつつ上昇してゆく。この
上昇途中で、昇降レーキ10aの押上げ傾斜面4
2aは鋼材A1〜A4を押し上げて回転させる。
そして昇降レーキ10aが上限位置に達するまで
に、鋼材A1〜A4は、第9図2のようにp/2
だけ搬送方向5に搬送される。これと同時に、他
方の昇降レーキ10bは下降してゆく。
Next, as shown in FIG. 7 2, the hydraulic cylinder 84 for lifting
When further reduced, one lifting rake 10
a rises while maintaining a horizontal state while tracing an arcuate locus 44a centered on pin 93 and having a radius equal to the distance between the centers of pins 90 and 91. During this upward movement, the upward slope 4 of the lifting rake 10a
2a pushes up and rotates the steel materials A1 to A4.
By the time the elevating rake 10a reaches the upper limit position, the steel materials A1 to A4 have changed to p/2 as shown in FIG.
is transported in the transport direction 5. At the same time, the other lifting rake 10b is lowered.

そこで第7図3のように昇降用油圧シリンダ8
4を伸長してゆくと、一方の昇降レーキ10aは
下降してゆき、他方の昇降レーキ10bは上昇し
てゆく。昇降レーキ10bの上昇によつて、鋼材
A1〜A4は昇降レーキ10bの押上げ傾斜面4
2bで押上げられて回転する。そして昇降レーキ
10bが上限位置に達するまでに、鋼材A1〜A
4は第9図3のようにp/2だけ搬送方向に搬送
される。第9図3の状態で、鋼材A1は、出側ロ
ーラテーブル7に払出され、矢符8の方向に運ば
れる。引続いて、昇降用油圧シリンダ84の伸縮
長さを中立位置に調節することによつて、昇降レ
ーキ10a,10bを中立位置とし、第7図1お
よび第9図1の状態に戻す。この間、新しい鋼材
A5が入側ローラテーブル2で運ばれ、受入れチ
エントランスフア4によつて固定スキツド9上面
に乗載される。以下、第9図1〜第9図3の動作
を繰返すことによつて、鋼材A2〜A5が固定ス
キツド9上を回転しながら搬送される。
Therefore, as shown in Fig. 7, the lifting hydraulic cylinder 8 is
4, one lifting rake 10a goes down and the other lifting rake 10b goes up. As the lifting rake 10b rises, the steel materials A1 to A4 are pushed up on the inclined surface 4 of the lifting rake 10b.
It is pushed up by 2b and rotates. By the time the lifting rake 10b reaches the upper limit position, the steel materials A1 to A
4 is transported in the transport direction by p/2 as shown in FIG. 9. In the state shown in FIG. 9, the steel material A1 is delivered to the exit roller table 7 and conveyed in the direction of the arrow 8. Subsequently, by adjusting the telescopic length of the lifting hydraulic cylinder 84 to the neutral position, the lifting rakes 10a, 10b are placed in the neutral position, returning to the states shown in FIG. 71 and FIG. 91. During this time, a new steel material A5 is carried by the entry roller table 2 and loaded onto the upper surface of the fixed skid 9 by the receiving chain transfer 4. Thereafter, the steel materials A2 to A5 are conveyed while rotating on the fixed skid 9 by repeating the operations shown in FIGS. 91 to 93.

なお昇降レーキ10a,10bの円弧状の運動
軌跡44a,44bは、第1図〜第5図の実施例
と同様に点M1a,M2a;M1b,M2bの間
において直線状の昇降軌跡43a,43bに近似
されており、ピン90,91,93の位置および
リンク88,89の長さを適当に選定することに
よつて直線に充分近似した円弧運動の軌跡を得る
ことができる。
Note that the arcuate movement trajectories 44a, 44b of the lifting rakes 10a, 10b turn into linear lifting trajectories 43a, 43b between points M1a, M2a; M1b, M2b, as in the embodiments of FIGS. By appropriately selecting the positions of the pins 90, 91, 93 and the lengths of the links 88, 89, it is possible to obtain a locus of arcuate motion sufficiently close to a straight line.

上述の第6図〜第9図に関連して述べた実施例
では、昇降レーキ10a,10bの搬送方向5に
沿う位置はピン93によつて固定的に決められて
おり、運転周期が短縮される。
In the embodiment described in connection with FIGS. 6 to 9 above, the positions of the lifting rakes 10a and 10b along the conveyance direction 5 are fixedly determined by the pins 93, so that the operation cycle is shortened. Ru.

なお駆動手段11,60は、第1図〜第5図に
関連して述べた「く」の字形レバー18,19、
あるいは第6図〜第9図に関連して述べたY字形
レバー77,78に限定されず、直線状昇降軌跡
43,43a,43bに充分近似した運動軌跡で
昇降レーキ10,10a,10bを駆動できるも
のであればよく、駆動源も油圧シリンダに限定さ
れない。
The driving means 11, 60 are the dogleg-shaped levers 18, 19 described in connection with FIGS. 1 to 5,
Alternatively, the lifting rakes 10, 10a, 10b are driven with movement trajectories sufficiently close to the linear lifting trajectories 43, 43a, 43b, without being limited to the Y-shaped levers 77, 78 described in connection with FIGS. 6 to 9. The driving source is not limited to a hydraulic cylinder as long as it can be used.

ピン31,93は、ピン29,90,91より
も下方で搬送方向5の前方に位置するように配置
することも可能である。
The pins 31 and 93 can also be arranged so as to be located below the pins 29, 90 and 91 and in front of the conveyance direction 5.

また固定スキツド9の上面は、鋼材のころがり
摩擦角よりもはるかに小さい傾斜角で傾斜したほ
ぼ水平な面であつてもよい。
The upper surface of the fixed skid 9 may also be a substantially horizontal surface inclined at an angle of inclination much smaller than the rolling friction angle of the steel material.

以上のように本発明によれば、鋼材を固定スキ
ツド上で回転搬送させるに当つて、鋼材ならびに
固定スキツド上面および昇降レーキの押上げ傾斜
面の接触を滑りのないころがり接触とすることが
できるので、鋼材表面のすり疵の発生を防ぐこと
ができるとともに、固定スキツドの上面および押
上げ傾斜面の摩耗も最小限に抑えることができ
る。また昇降レーキには押上げ傾斜面を有する突
部を連続形成すればよく、構造が簡単である。し
かも昇降レーキの行程運動は、直線または直線に
近似した円弧等の上下運動であるので、駆動手段
の構造が簡単である。さらに、鋼材の重量の大部
分は常に固定スキツドによつて支持されており、
昇降レーキにかかる負荷は鋼材をそのころがり摩
擦に抗して回転させるに要する力のみで足り、比
較的小さい。したがつて昇降レーキの強度を全鋼
材の重量を十分に支持しうる程度に向上する必要
はなく、また鋼材を回転するに必要な昇降レーキ
の駆動に要する動力が比較的小さくてすみ、設備
費と運転費用の節減を図ることができる。さらに
対を成す昇降レーキを相互に搬送方向にずらして
駆動することによつて各昇降レーキの運転制御の
単純化と運転周期の短縮を図ることができる。ま
た搬送されるべき最大の直径の鋼材の場合でも、
昇降レーキの1回の昇降により鋼材は少くとも90
度に近い角度で回転されながら搬送されるので、
搬送中の高温鋼材の垂れ下り等の変形を防止する
ための回転による整直効果を得ることができる。
As described above, according to the present invention, when rotating the steel material on the fixed skid, the contact between the steel material, the upper surface of the fixed skid, and the pushing-up inclined surface of the lifting rake can be made into rolling contact without slipping. In addition, it is possible to prevent the occurrence of scratches on the surface of the steel material, and also to minimize the wear on the upper surface of the fixed skid and the push-up inclined surface. In addition, the structure is simple because the elevating rake only needs to be continuously formed with protrusions having upward slopes. Furthermore, since the stroke motion of the lifting rake is a vertical motion such as a straight line or an arc approximating a straight line, the structure of the driving means is simple. Furthermore, most of the weight of the steel is always supported by the fixed skids,
The load on the lifting rake is relatively small, as only the force required to rotate the steel material against its rolling friction is sufficient. Therefore, there is no need to increase the strength of the lifting rake to a level that can sufficiently support the weight of all the steel materials, and the power required to drive the lifting rake required to rotate the steel material is relatively small, reducing equipment costs. It is possible to reduce operating costs. Furthermore, by driving the pair of lifting rakes while being shifted from each other in the transport direction, it is possible to simplify the operation control of each lifting rake and shorten the operating cycle. Also, even for the largest diameter steel items to be transported,
One lifting and lowering of the lifting rake removes at least 90% of the steel material.
Because it is transported while being rotated at an angle close to
It is possible to obtain a straightening effect through rotation to prevent deformation such as sagging of the high-temperature steel material during transportation.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明の一実施例の平面図、第2図は
その側面図、第3図は第2図の切断面線−に
沿う簡略化した断面図、第4図は固定スキツド9
と昇降レーキ10との一部の拡大側面図、第5図
は動作を説明するための側面図、第6図は本発明
の他の実施例の平面図、第7図はその側面から見
た断面図、第8図は第7図1の切断面線−に
沿う断面図、第9図は動作を説明するための側面
図である。 1……搬送装置、5……搬送方向、9……固定
スキツド、10,10a,10b……昇降レー
キ、11,60……駆動手段、26,84……昇
降用油圧シリンダ、34……位置合わせ用油圧シ
リンダ、40……回転用突出部、41……上向き
傾斜面、42,42a,42b……押上げ傾斜
面、43,43a,43b……直線状昇降軌跡、
44,44a,44b……円弧状昇降軌跡、A,
A1〜A4……鋼材、G……図心、α……押上げ
傾斜面が水平面に対して成す角度、θ……直線状
昇降軌跡が固定スキツド上面に対して成す角度、
γ……固定スキツド上面と押上げ傾斜面との成す
挟角、φ……昇降レーキの1回の昇降による鋼材
の回転角度。
1 is a plan view of an embodiment of the present invention, FIG. 2 is a side view thereof, FIG. 3 is a simplified sectional view taken along the cutting plane line - of FIG. 2, and FIG. 4 is a fixed skid 9.
FIG. 5 is a side view for explaining the operation, FIG. 6 is a plan view of another embodiment of the present invention, and FIG. 7 is a side view of the lifting rake 10. 8 is a sectional view taken along the cutting plane line - of FIG. 7 and 1, and FIG. 9 is a side view for explaining the operation. DESCRIPTION OF SYMBOLS 1... Conveying device, 5... Conveying direction, 9... Fixed skid, 10, 10a, 10b... Lifting rake, 11, 60... Driving means, 26, 84... Hydraulic cylinder for lifting, 34... Position Hydraulic cylinder for alignment, 40...Rotation protrusion, 41...Upward inclined surface, 42, 42a, 42b...Push-up inclined surface, 43, 43a, 43b...Linear vertical locus,
44, 44a, 44b...Circular ascending and descending locus, A,
A1 to A4...Steel material, G...Centroid, α...Angle that the push-up inclined surface makes with the horizontal plane, θ...Angle that the linear lifting trajectory makes with the top surface of the fixed skid,
γ...Included angle formed by the upper surface of the fixed skid and the push-up inclined surface, φ...The rotation angle of the steel material due to one lifting and lowering of the lifting rake.

Claims (1)

【特許請求の範囲】 1 鋼材が乗載されうるほぼ水平な乗載面を有す
る固定スキツドと、 搬送方向に等間隔で押上げ傾斜面を有する突部
が連続形成され、この押上げ傾斜面は、搬送方向
に下向きに傾斜しかつ水平面と成す角度が鋼材の
ころがり摩擦角よりも大きくかつ上昇途中で鋼材
の図心を通る鉛直線よりも搬送方向後方で固定ス
キツド上面に乗載された鋼材に接触し、各突部を
連結する部分が上限位置で固定スキツド上面より
も下方にあり、固定スキツドに並んで配置される
昇降レーキと、 昇降レーキを、押上げ傾斜面と固定スキツド上
面との挟角の1/2の角度で搬送方向斜め上方に往
復昇降させるとともに、下限位置で一定の距離だ
け昇降レーキを搬送方向に往復水平変位設定する
ための駆動手段とを備えることを特徴とする昇降
レーキ式鋼材回転搬送装置。 2 鋼材が乗載されうるほぼ水平な乗載面を有す
る固定スキツドと、 搬送方向に等間隔で押上げ傾斜面を有する突部
が連続形成され、この押上げ傾斜面は、搬送方向
に下向きに傾斜しかつ水平面と成す角度が鋼材の
ころがり摩擦角よりも大きくかつ上昇途中で鋼材
の図心を通る鉛直線よりも搬送方向後方で固定ス
キツド上面に乗載された鋼材に接触し、各突部を
連結する部分が固定スキツド上面よりも下方にあ
り、一定の距離だけ搬送方向にずらして固定スキ
ツドと並んで配置された対を成す昇降レーキと、 昇降レーキを、押上げ傾斜面と固定スキツド上
面との挟角の1/2の角度で搬送方向斜め上方に往
復昇降させるとともに、一方の昇降レーキの上昇
中に他方の昇降レーキを下降させる駆動手段とを
備えることを特徴とする昇降レーキ式鋼材回転搬
送装置。
[Scope of Claims] 1. A fixed skid having a substantially horizontal mounting surface on which a steel material can be mounted, and protrusions having push-up slopes at equal intervals in the conveyance direction are continuously formed, and the push-up slopes are , the steel material is tilted downward in the transport direction and the angle formed with the horizontal plane is larger than the rolling friction angle of the steel material, and is placed on the upper surface of the fixed skid at a position rearward in the transport direction from a vertical line passing through the centroid of the steel material during the ascent. The part that contacts and connects each protrusion is located below the upper surface of the fixed skid at the upper limit position, and the lifting rake is placed in line with the fixed skid, and the lifting rake is sandwiched between the pushing-up inclined surface and the upper surface of the fixed skid. An elevating rake characterized by comprising a drive means for reciprocating the elevating rake diagonally upward in the conveying direction at an angle of 1/2 of the corner, and for setting the elevating rake to reciprocate horizontally in the conveying direction by a certain distance at the lower limit position. type steel rotating conveyance device. 2. A fixed skid having a substantially horizontal mounting surface on which a steel material can be mounted, and protrusions having push-up slopes at equal intervals in the conveyance direction are continuously formed, and the push-up slopes are arranged downward in the conveyance direction. It is inclined and the angle formed with the horizontal plane is larger than the rolling friction angle of the steel material, and while rising, it contacts the steel material mounted on the upper surface of the fixed skid behind the vertical line passing through the centroid of the steel material in the conveying direction, and each protrusion A pair of lifting rakes, whose connecting part is below the top surface of the fixed skid and are arranged in line with the fixed skid and shifted by a certain distance in the transport direction, and a pair of lifting rakes that connect the lifting rakes to the inclined surface and the top surface of the fixed skid. An elevating rake type steel material characterized by comprising a driving means for reciprocating the elevating rake diagonally upward in the transport direction at an angle of 1/2 of the included angle between the elevating rake and the elevating rake and for lowering the other elevating rake while the other elevating rake is rising. Rotary conveyance device.
JP3251979A 1979-03-20 1979-03-20 Elevating rake type steel material rotation-conveying apparatus Granted JPS55125223A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3251979A JPS55125223A (en) 1979-03-20 1979-03-20 Elevating rake type steel material rotation-conveying apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3251979A JPS55125223A (en) 1979-03-20 1979-03-20 Elevating rake type steel material rotation-conveying apparatus

Publications (2)

Publication Number Publication Date
JPS55125223A JPS55125223A (en) 1980-09-26
JPS6253563B2 true JPS6253563B2 (en) 1987-11-11

Family

ID=12361204

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3251979A Granted JPS55125223A (en) 1979-03-20 1979-03-20 Elevating rake type steel material rotation-conveying apparatus

Country Status (1)

Country Link
JP (1) JPS55125223A (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH064451B2 (en) * 1986-11-14 1994-01-19 株式会社神戸製鋼所 Conveying device for rod-shaped conveying material on cooling floor
JPH0543924Y2 (en) * 1988-03-11 1993-11-08
KR101259222B1 (en) * 2009-07-06 2013-04-29 주식회사 포스코 Heating furnace having function to rotate rolling workpiece

Also Published As

Publication number Publication date
JPS55125223A (en) 1980-09-26

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