JPH08119571A - Steel tube for crane girder - Google Patents
Steel tube for crane girderInfo
- Publication number
- JPH08119571A JPH08119571A JP29405094A JP29405094A JPH08119571A JP H08119571 A JPH08119571 A JP H08119571A JP 29405094 A JP29405094 A JP 29405094A JP 29405094 A JP29405094 A JP 29405094A JP H08119571 A JPH08119571 A JP H08119571A
- Authority
- JP
- Japan
- Prior art keywords
- girder
- steel pipe
- rib
- camber
- crane
- 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
Links
Landscapes
- Leg Units, Guards, And Driving Tracks Of Cranes (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、互いに並行に配置され
た一対のガーダの上を電動式ホイストが案内走行される
クレーンのクレーンガーダ用の鋼管に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a steel pipe for a crane girder of a crane in which an electric hoist is guided and run on a pair of girders arranged in parallel with each other.
【0002】[0002]
【従来の技術】従来、比較的重量の重いものを吊り上げ
て搬送するために用いられるクレーンのガーダーは通常
薄肉の管状体のもので形成されている。そしてこの薄肉
の管状体のものにホイストを案内するレールを溶接等に
より接合し、その上をホイストが走行する構造になって
いる。このようなガータには通常の場合、ホイストが荷
重を吊り上げたときにガーダが下方にたわまない様にす
る為にガーダを予め上方向に湾曲させてある。このよう
なガーダに関する現在の課題はいかにして製造工程を簡
素化するかということと、ガーダを軽量化するかという
ことにある。2. Description of the Related Art Conventionally, a girder of a crane used for hoisting and carrying a relatively heavy object is usually formed of a thin tubular body. A rail for guiding the hoist is joined to the thin tubular body by welding or the like, and the hoist travels on the rail. In such gutters, the girder is usually pre-curved upward to prevent the girder from flexing downward when the load is hoisted. The current challenges with such girders are how to simplify the manufacturing process and how to reduce the weight of the girder.
【0003】ところで、ガーダを製作する場合、鉄板を
ガーダのフランジ材の形状に切断し、ウェブ材を上方向
に湾曲したキャンバのある状態に切断し、そしてフラン
ジ材とウェブ材とスティフナのそれぞれの鉄板を組み合
わせ、溶接によって組み立てるのが一般的であった。或
いはガーダの作成後にガーダを加熱しながらガーダを徐
々に湾曲させ、それによってガーダにをキャンバを付与
する方法と、ガーダの下側になる部分を連続溶接するこ
とにより、溶接の熱による収縮を利用してキャンバを付
与する方法があった。When manufacturing a girder, an iron plate is cut into the shape of a flange material of the girder, the web material is cut into a state with an upwardly curved camber, and each of the flange material, the web material and the stiffener is cut. It was common to combine iron plates and assemble them by welding. Alternatively, after the girder is created, the girder is gradually bent while heating the girder, and the camber is applied to the girder, and the lower part of the girder is continuously welded. Then there was a method to add a camber.
【0004】[0004]
【発明が解決しようとする課題】しかし、この方法で製
作すると溶接の熱によりガーダの歪みや捩れを引き起こ
し、また材料の中に残留応力が発生し、溶接割れ等の原
因になった。また鉄板を切断し、組み立て、溶接をする
などたいへんな労力や資材を必要とすると共に、製作す
る上において、多くの熟練工を必要とした。そして、出
来た一対のガーダもキャンバがなかなか揃わず、製作し
たガーダを加熱し、徐々に湾曲させながらキャンバを揃
えていくという必要があり、ここでも多くの労力と熟練
と資材を要した。However, when manufactured by this method, the heat of welding causes distortion and twist of the girder, and residual stress is generated in the material, which causes welding cracks and the like. In addition, it requires a great deal of labor and materials such as cutting, assembling, and welding an iron plate, and also requires many skilled workers in manufacturing. The cambers of the pair of girders that were made were not easy to prepare, and it was necessary to heat the manufactured girders and gradually prepare the cambers so that the cambers were prepared, which required a lot of labor, skill, and materials.
【0005】[0005]
【課題を解決するための手段】上記の問題点を解決する
ために本発明によると、クレーンガーダを、ひとつの辺
の内壁に全長に亘るリブを設け、かつそのリブが上側に
あるホイストの案内レールを補強する位置にある鋼管で
構成するものである。In order to solve the above problems, according to the present invention, a crane girder is provided with a rib extending over the entire length on the inner wall of one side, and the rib is on the upper side. It is composed of a steel pipe in a position to reinforce the rail.
【0006】[0006]
【作用】このように、ひとつの辺の内壁に全長に亘るリ
ブをホイストの案内レールのある上側に設けた鋼管を一
貫製造することにより、ガーダのフランジ材、ウェブ材
及びガーダの内部に一定間隔で溶接されるスティフナ等
鋼材の切断作業及び、それらを組み立てたり溶接する工
程が全く無くなる。そして、一貫生産により、鋼管をロ
ール等で上側が膨らむように長さ方向に一定の円弧状に
湾曲させることによって一定のキャンバを作り出すこと
ができる。すると、鋼管を並行に配置したとき一対のキ
ャンバの揃ったガーダがが労せずして製作できる。。す
なわちこの鋼管は、溶接などによる歪みもなく、キャン
バも揃い、スティフナもなく軽量で、製作工程を大幅に
減少した安価で製作日数も短いクレーンガーダを製作で
きるものである。In this way, by consistently manufacturing a steel pipe in which ribs over the entire length are provided on the inner wall of one side on the upper side with the guide rail of the hoist, the flange material of the girder, the web material, and the inside of the girder are spaced at regular intervals. There is no need to cut steel materials such as stiffeners that are welded in the above, and to assemble and weld them. Then, by the integrated production, a constant camber can be created by curving the steel pipe in a constant arc shape in the length direction so that the upper side swells with a roll or the like. Then, when the steel pipes are arranged in parallel, a pair of camber-equipped girders can be manufactured easily. . In other words, this steel pipe can produce a crane girder that has no distortion due to welding or the like, has a uniform camber, has no stiffener, is light in weight, has a significantly reduced manufacturing process, and is inexpensive and has a short manufacturing time.
【0007】[0007]
【実施例】以下、本発明の実施例について図面を参照し
ながら説明をする。図1は互いに並行に配置された一対
のガーダ1上をホイスト3がレール2により案内走行す
る場合を示しており、これらガーダ1の両端はふつうサ
ドルと呼ばれる移動可能な構造物4によって支えられて
いる。Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 shows a case where a hoist 3 is guided and guided by a rail 2 on a pair of girders 1 arranged in parallel with each other, and both ends of these girders 1 are supported by a movable structure 4 usually called a saddle. There is.
【0008】図2は図1に示すガーダ1の側面図を示し
ており、図3は図2のI−I線に沿ってみた断面図を示
している。図3からわかるようにガーダ1は上側のひと
つの辺の内側に、全長に亘るリブ5を設けられた鋼管6
によって構成され、そのリブ5の外側上壁面にを溶接等
により固定されたレール2の上を電気ホイスト3が走行
する。なお、通常鋼管を作る場合、図5のように鉄板を
曲げ、一部を溶接して構成するのであるが、この際にそ
の辺の一部を内側に折り込み、これが図6から分かるよ
うにリブ5となるものである。また、図2からわかるよ
うにガーダ1にはキャンバが付与されている。FIG. 2 shows a side view of the girder 1 shown in FIG. 1, and FIG. 3 shows a sectional view taken along the line I--I of FIG. As can be seen from FIG. 3, the girder 1 is a steel pipe 6 provided with ribs 5 over the entire length inside one upper side.
The electric hoist 3 travels on the rail 2 which is configured by, and is fixed to the outer upper wall surface of the rib 5 by welding or the like. In addition, when making a normal steel pipe, an iron plate is bent as shown in FIG. 5 and a part thereof is welded. At this time, a part of the side is folded inward, and as shown in FIG. It will be 5. Further, as can be seen from FIG. 2, the girder 1 is provided with a camber.
【0009】ふつうクレーンで荷物を吊った場合、電気
ホイスト3で吊り上げ、その荷重は電気ホイスト3の車
輪を伝わり、そしてレール2からガーダ1で支えること
になる。従来はこの荷重をウェブ材等で支えていたので
あるが、この鋼管においては鋼管の内壁の全長に亘って
設けられたリブ5によって支えられる。またリブ5がガ
ーダの圧縮側にあるため座屈に対する強度が上がること
になる。When a load is usually hung by a crane, the load is lifted by the electric hoist 3, the load is transmitted through the wheels of the electric hoist 3, and is supported by the girder 1 from the rail 2. Conventionally, this load was supported by a web material or the like, but in this steel pipe, it is supported by ribs 5 provided over the entire length of the inner wall of the steel pipe. Further, since the rib 5 is on the compression side of the girder, the strength against buckling is increased.
【0010】また、互いに並行に配置された一対のガー
ダの上を電動式ホイストが案内走行されるクレーンにお
いて、この一対のガーダのキャンバが揃わず、高さに差
ができた場合には電気ホイスト3の吊り上げワイヤが乱
巻きになり、ワイヤが痛んだり、切断したりする危険が
ある。ところが、ロール等により一貫製造され、長さ方
向に一定に湾曲させることにより常に均一なキャンバを
得られることになる。そして、ロール等によりガーダを
一定の適度の湾曲をつけることにより、スパンの長いガ
ーダには適度の大きなキャンバが付与され、スパンの短
いガーダには適度の小さいキャンバが自然に付与される
ことになる。In a crane in which an electric hoist is guided and run on a pair of girders arranged in parallel with each other, if the cambers of the pair of girders are not aligned and there is a difference in height, an electric hoist is generated. There is a risk that the lifting wire of No. 3 will be wound irregularly and the wire will be damaged or cut. However, a uniform camber can always be obtained by consistently manufacturing it with a roll or the like and by bending it in the length direction to a constant extent. Then, by imparting a certain moderate curvature to the girder with a roll or the like, a moderately large camber is given to a girder with a long span, and an appropriately small camber is naturally given to a girder with a short span. .
【0011】[0011]
【発明の効果】以上説明したように本発明の鋼管におい
ては、鋼管の内壁に設けられたリブの効果によってこの
鋼管がそのままクレーンのガーダとなり、ガーダを軽量
化でき、ガーダを製造する工程を大きく短縮させ、製造
する上での資材や労力や熟練をほとんど必要としなくな
る。そして、ロール等により一定の湾曲を与えることに
よって、並行に配置された一対のガーダから形成される
クレーンに於いて一対のガーダのキャンバを容易に揃え
ることができる。As described above, in the steel pipe of the present invention, due to the effect of the ribs provided on the inner wall of the steel pipe, the steel pipe directly serves as the girder of the crane, the girder can be reduced in weight, and the steps for manufacturing the girder can be increased. It shortens and requires almost no material, labor, or skill in manufacturing. Then, by providing a certain curvature with a roll or the like, it is possible to easily align the cambers of the pair of girders in the crane formed of the pair of girders arranged in parallel.
【図1】クレーンの斜視図である。FIG. 1 is a perspective view of a crane.
【図2】図1に示すクレーンの側面図である。FIG. 2 is a side view of the crane shown in FIG.
【図3】図2のI−I線に沿ってみた断面図である。FIG. 3 is a cross-sectional view taken along line I-I of FIG.
【図4】四角い鋼管を丸い鋼管に変えた実施例である。FIG. 4 is an example in which a square steel pipe is changed to a round steel pipe.
【図5】従来の鋼管の断面図である。FIG. 5 is a sectional view of a conventional steel pipe.
【図6】本発明の鋼管の断面図である。FIG. 6 is a sectional view of the steel pipe of the present invention.
1… ガーダ 2… レール 3… 電気ホイスト 4… サドル 5… リブ 6… 鋼管部 7… 溶接部 1 ... Girder 2 ... Rail 3 ... Electric Hoist 4 ... Saddle 5 ... Rib 6 ... Steel Pipe 7 ... Weld
Claims (2)
に亘るリブを設けた鋼管1. A steel pipe in which a rib extending over the entire length is provided on an inner wall of one side of a square steel pipe.
円弧状に湾曲させた鋼管2. A steel pipe in which the steel pipe is curved in an arc shape in a length direction by a roll or the like.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP29405094A JPH08119571A (en) | 1994-10-19 | 1994-10-19 | Steel tube for crane girder |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP29405094A JPH08119571A (en) | 1994-10-19 | 1994-10-19 | Steel tube for crane girder |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH08119571A true JPH08119571A (en) | 1996-05-14 |
Family
ID=17802639
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP29405094A Pending JPH08119571A (en) | 1994-10-19 | 1994-10-19 | Steel tube for crane girder |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH08119571A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1152091A2 (en) * | 2000-05-05 | 2001-11-07 | Deere & Company | Loader arm |
US10099901B2 (en) * | 2014-12-19 | 2018-10-16 | Konecranes Global Corporation | Main girder of crane |
-
1994
- 1994-10-19 JP JP29405094A patent/JPH08119571A/en active Pending
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1152091A2 (en) * | 2000-05-05 | 2001-11-07 | Deere & Company | Loader arm |
EP1152091A3 (en) * | 2000-05-05 | 2003-01-22 | Deere & Company | Loader arm |
US10099901B2 (en) * | 2014-12-19 | 2018-10-16 | Konecranes Global Corporation | Main girder of crane |
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