JPH0641325B2 - Method and device for reversing T-shaped steel - Google Patents
Method and device for reversing T-shaped steelInfo
- Publication number
- JPH0641325B2 JPH0641325B2 JP30789790A JP30789790A JPH0641325B2 JP H0641325 B2 JPH0641325 B2 JP H0641325B2 JP 30789790 A JP30789790 A JP 30789790A JP 30789790 A JP30789790 A JP 30789790A JP H0641325 B2 JPH0641325 B2 JP H0641325B2
- Authority
- JP
- Japan
- Prior art keywords
- reversing
- shaped steel
- support arm
- shaped
- support
- 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 - Lifetime
Links
- 229910000831 Steel Inorganic materials 0.000 title claims description 91
- 239000010959 steel Substances 0.000 title claims description 91
- 238000000034 method Methods 0.000 title claims description 14
- 230000005484 gravity Effects 0.000 claims description 8
- 239000000725 suspension Substances 0.000 claims description 6
- 238000003466 welding Methods 0.000 description 13
- 210000000078 claw Anatomy 0.000 description 6
- 238000004519 manufacturing process Methods 0.000 description 5
- 230000007423 decrease Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 1
- 238000011017 operating method Methods 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000004804 winding Methods 0.000 description 1
Landscapes
- Load-Engaging Elements For Cranes (AREA)
Description
【発明の詳細な説明】 〈産業上の利用分野〉 本発明は鋼板等を溶接して組立てH字状鋼を製造する過
程で形成されるT字状鋼の反転方法および装置に関する
ものである。Description: TECHNICAL FIELD The present invention relates to a method and an apparatus for inverting a T-shaped steel formed in the process of manufacturing a H-shaped steel by welding steel plates and the like.
〈従来の技術〉 溶接により製造されたH字状鋼として代表的なものにH
型鋼矢板が知られている。H型鋼矢板は断面がコンパク
トで剛性が高く自立式構造が可能なため、最近、河川の
護岸用、港湾岸壁用、道路擁壁などの壁体として用いら
れるようになってきた。<Prior art> H is a typical H-shaped steel manufactured by welding.
Shaped steel sheet pile is known. Since the H-shaped steel sheet pile has a compact cross-section and has a high rigidity and a self-supporting structure, it has recently been used as a wall body for river revetments, harbor quays, road retaining walls, and the like.
H型鋼矢板10は第6図に示すように継手用の爪18を両側
に設けた直線型鋼矢板20を両フランジにまた厚板22をウ
エブに用いて溶接したものであり、厚板22のサイズを変
えることにより圧延方式による従来品では不可能だった
ウエブのサイズを自由に変えることが可能である。また
フランジ幅が広いため、単位当たりの重量が小さく、速
く壁体を施工できるなどの特徴を持っている。第7図は
H型鋼矢板10を用いてH型鋼矢板製壁体を築造する状況
を示しており、隣接して地中に打込まれたH型鋼矢板10
はフランジの両端に設けた爪18が互いに嵌合されてい
る。As shown in FIG. 6, the H-shaped steel sheet pile 10 is formed by welding straight type steel sheet pile 20 having joint claws 18 on both sides using both flanges and a thick plate 22 as a web. By changing the, it is possible to freely change the size of the web, which was not possible with conventional products by the rolling method. In addition, since the flange width is wide, the weight per unit is small, and the wall can be quickly constructed. FIG. 7 shows a situation in which an H-type steel sheet pile wall is built using the H-type steel sheet pile 10. The H-type steel sheet pile 10 which is driven into the ground adjacently is shown.
The claws 18 provided on both ends of the flange are fitted together.
ところで、H型鋼矢板を所定寸法、たとえば幅527mmの
2枚の直線型鋼矢板と1枚の幅419mmの厚板を用いて製
造するには、第8図の(1)に示すようにローラコンベヤ
Aによって直線型鋼矢板20aが搬送されてきたら、第8
図の(2)に示すように直線型鋼矢板20aのセンタ上方から
厚板22を垂直に当てて、溶接装置(図示せず)によって
コーナ部を隅肉溶接する。次に直線型鋼矢板20aと厚板2
2との溶接により形成され、ローラコンベヤA上に逆T
字状の姿勢で載置されているT字状鋼30を反転して、T
字状の姿勢にした後、第8図の(3)に示すようにローラ
コンベヤA上に搬送されてきたもう1つの直線型鋼矢板
20bのセンタ上方から前記のT字状鋼30における厚板22
の下端部を垂直に当てて隅肉溶接してH型鋼矢板10を製
造する。By the way, in order to manufacture an H-shaped steel sheet pile with a predetermined size, for example, two linear steel sheet piles having a width of 527 mm and one thick sheet having a width of 419 mm, as shown in (1) of FIG. If the linear steel sheet pile 20a is conveyed by the
As shown in (2) of the figure, the thick plate 22 is vertically applied from above the center of the linear steel sheet pile 20a, and the corner portion is fillet welded by a welding device (not shown). Next, straight steel sheet pile 20a and thick plate 2
It is formed by welding with 2 and has a reverse T on the roller conveyor A.
Invert the T-shaped steel 30 placed in a letter-like posture to
Another straight type steel sheet pile that has been conveyed on the roller conveyor A as shown in (3) of FIG.
The thick plate 22 in the T-shaped steel 30 from above the center of 20b
The H-shaped steel sheet pile 10 is manufactured by vertically filling the lower end portion of the above with fillet welding.
ところで従来、第8図の(2)に示すようにローラコンベ
ヤA上で直線形鋼矢板20aと厚板22とを溶接したT字状
鋼30を逆T字状の姿勢からT字状の姿勢に反転させるた
めには次のような手順により行われていた。By the way, conventionally, as shown in FIG. 8 (2), the T-shaped steel 30 obtained by welding the linear steel sheet pile 20a and the thick plate 22 on the roller conveyor A is changed from the inverted T-shaped posture to the T-shaped posture. The following procedure was used to invert.
まず、ローラコンベヤA上に載置されているT字状鋼30
における厚板22の上端部を第9図の(1)に示すようにク
レーンからワイヤGを介して垂下されたクランプEで把
持して吊り上げた後、反転場所まで運搬して第9図の
(2)に示すように反転作業床F上に逆T字状姿勢のまま
吊り下ろす。次にT字状鋼30の爪18の一方に対して長手
方向について2箇所に爪ハッカHを引掛けてワイヤGを
介してクレーンにより斜め上方に引張って第9図(3)の
ように傾斜させた後、第9図の(4)に示すように引き倒
す。引続きT字状鋼30の両側の爪18に長手方向について
2箇所にそれぞれ爪ハッカHを引掛けた後、第9図の
(5)に示すようにクレーンで吊り上げてT字状鋼18をT
字状姿勢にするという手順によってT字状鋼30を逆T字
状姿勢からT字状姿勢に反転していた。First, the T-shaped steel 30 placed on the roller conveyor A
As shown in (1) of FIG. 9, the upper end of the thick plate 22 in FIG. 9 is grasped and lifted by the clamp E hung from the crane through the wire G, and then transported to the reversal place and conveyed.
As shown in (2), it is hung on the reversing work floor F in the inverted T-shape. Next, hook claws H are hooked at two positions in the longitudinal direction on one of the claws 18 of the T-shaped steel 30, and are pulled diagonally upward by a crane via a wire G to incline as shown in FIG. 9 (3). Then, pull it down as shown in (4) of FIG. After the hooks H on both sides of the T-shaped steel 30 are hooked on the hooks H at two locations in the longitudinal direction, respectively.
As shown in (5), lift the T-shaped steel 18 with a crane
The T-shaped steel 30 was inverted from the inverted T-shaped posture to the T-shaped posture by the procedure of taking the character-shaped posture.
〈発明が解決しようとする課題〉 前述のようにT字状鋼の反転作業は、T字状鋼のクラン
プによる搬送作業、爪ハッカを用いる片側吊りによるT
字状鋼の引倒し作業および爪ハッカを用いる両側吊りに
よる吊上げ作業などが必要であり、作業が極めて煩雑で
あった。このようにT字状鋼の反転作業が非能率的であ
ったためH型鋼矢板の製造能率を低下させているのが実
状であった。<Problems to be Solved by the Invention> As described above, the reversing work of the T-shaped steel is performed by the clamp work of the T-shaped steel, the T work by hanging on one side using the nail hacker.
The work of pulling down the V-shaped steel and the lifting work by hanging on both sides using a nail hacker were necessary, and the work was extremely complicated. As described above, since the reversing operation of the T-shaped steel was inefficient, it was the actual situation that the manufacturing efficiency of the H-shaped steel sheet pile was reduced.
本発明は前述のような従来技術の実状にかんがみてなさ
れたものであって、T字状鋼を大規模な設備を要するこ
となく逆T字状姿勢からT字状姿勢に能率よく反転する
ことができるT字状鋼の反転方法および装置を提供する
ことを目的とするものである。The present invention has been made in consideration of the above-mentioned conventional state of the art, and it is possible to efficiently invert a T-shaped steel from an inverted T-shaped posture to a T-shaped posture without requiring large-scale equipment. It is an object of the present invention to provide a T-shaped steel reversing method and device capable of performing the above.
〈課題を解決するための手段〉 前記目的を達成するための本発明の方法は、T字状鋼の
反転位置に所定の間隔をもって設置された一対の軸受台
にそれぞれ軸を介して反転ビームの中央部を傾転自在に
支持せしめ、前記反転用ビームの前端部に上向き直角に
反転用支持アームを設けると共に後端部にカウンタウェ
イトを設け、前記カウンタウェイトの重力によって反転
用ビームの後部をビーム支持台に載せて当該反転用ビー
ムを水平状態に保持させる一方、前記反転用ビームの上
方からT字状鋼を逆T字状姿勢でクレーンフックに引っ
掛けた吊りチェンを介して胴巻き状に吊り下げて徐々に
降下させ、前記反転用ビームの前半部に載せることによ
って当該反転用ビームをカウンタウェイトに抗して傾転
させ、前記T字状鋼を吊りチェンで支持しつつ反転用ビ
ーム前端部の反転用支持アームを介して逆T字状姿勢か
らT字状姿勢に反転した後、前記反転用支持アームと、
当該支持アームの前方に設置した反転用支持台とによっ
てT字状姿勢に反転したT字状鋼を支持せしめ、引続き
前記吊りチェンを介してT字状姿勢のT字状鋼を吊り上
げて次工程に搬送すると同時に、前記反転用ビームをカ
ウンタウェイトの重力により水平状態に復帰させること
を特徴とするT字状鋼の反転方法である。<Means for Solving the Problems> A method of the present invention for achieving the above-mentioned object is to provide a pair of bearing pedestals, which are installed at predetermined intervals at the reversal positions of the T-shaped steel, with a reversing beam of each through a shaft. The center part is tiltably supported, a reversing support arm is provided at the front end of the reversing beam at an upward right angle and a counterweight is provided at the rear end, and the rear part of the reversing beam is beamed by gravity of the counterweight. The inversion beam is placed on a support stand to be held in a horizontal state, while the T-shaped steel is hung from above the inversion beam in a coiled manner via a hanging chain hooked on a crane hook in an inverted T-shape. By gradually lowering it and placing it on the front half of the reversing beam to tilt the reversing beam against the counterweight, and supporting the T-shaped steel by a hanging chain. Meanwhile, after reversing from the inverted T-shaped posture to the T-shaped posture via the reversing support arm at the front end of the reversing beam, the reversing support arm,
The T-shaped steel inverted to the T-shaped posture is supported by the inversion support table installed in front of the support arm, and then the T-shaped steel in the T-shaped posture is lifted through the hanging chain to perform the next step. The T-shaped steel reversing method is characterized in that the reversing beam is returned to the horizontal state by the gravity of the counterweight at the same time as it is conveyed to.
また本発明の装置は、T字状鋼の反転位置に所定の間隔
をもって設置された一対の軸受台と、前記各軸受台の軸
を介して中央部を傾転自在に支持された反転ビームと、
前記反転ビームの前端部に上向き直角に設けられた反転
用支持アームと、前記反転用支持アームの垂直面内側に
設けられた係止突起と、前記反転ビームの後端部に設け
られたカウンタウェイトと、前記反転用ビームの後部を
載せて支持させるビーム支持台と、前記反転用ビームの
前端部に設けた反転用支持アームの前方に設置された反
転支持台とからなることを特徴とするT字状鋼の反転装
置である。Further, the device of the present invention comprises a pair of bearing bases installed at predetermined positions at the inverted position of the T-shaped steel, and a reversing beam having a central portion tiltably supported via the shafts of the respective bearing bases. ,
A reversing support arm provided at the front end of the reversing beam at a right angle upward, a locking protrusion provided inside the vertical surface of the reversing support arm, and a counterweight provided at the rear end of the reversing beam. And a beam support base on which the rear portion of the reversing beam is placed and supported, and a reversing support base installed in front of the reversing support arm provided at the front end portion of the reversing beam. It is a reversing device for letter steel.
なお、本発明の装置においては、必要に応じ軸受台の下
部前面に傾転による反転用ビームの前端部下面を係止す
るストッパを設けることができる。In the apparatus of the present invention, a stopper for locking the lower surface of the front end portion of the reversing beam by tilting can be provided on the lower front surface of the bearing base, if necessary.
〈作用〉 前述のように本発明によれば、胴巻き状に吊り下げた逆
T字状姿勢のT字状鋼を吊りチェンを介して徐々に吊り
下げつつ反転用ビームの前半部に載せるという操作だけ
で装置そのものに特別の動力源を要することなく簡単な
設備によりT字状姿勢に反転することができ、作業能率
の向上が達成される。<Operation> As described above, according to the present invention, the operation of placing the T-shaped steel in the inverted T-shape, which is suspended in the form of a body coil, on the front half of the reversing beam while gradually suspending it through the suspension chain. Only by itself, it is possible to reverse the T-shaped posture with simple equipment without requiring a special power source for the apparatus itself, and the work efficiency is improved.
〈実施例〉 以下、本発明の実施例を2枚の直線型鋼矢板と1枚の厚
板を用いて溶接組立によりH型鋼矢板を製造する過程で
組立てられるT字状鋼を逆T字状姿勢からT字状姿勢に
反転する場合について図面に基づき詳細に説明する。<Examples> Hereinafter, the T-shaped steel assembled in the process of manufacturing an H-shaped steel sheet pile by welding using two linear steel sheet piles and one thick plate in the embodiment of the present invention has an inverted T-shaped posture. The case of reversing from to T-shaped posture will be described in detail with reference to the drawings.
第1図乃至第3図は本発明に係るT字状鋼反転装置の構
造を示している。本発明の反転装置1においては、軸受
台12の上端部に軸14を介して反転用ビーム16の中央部が
傾動自在に支持されており、反転用ビーム16の前端部に
上向き直角に反転用支持アーム11が、また後端部にカウ
ンタウェイト15が設けられている。なお13は反転用支持
アーム11の垂直面内側に設けてある係止突起を示してい
る。1 to 3 show the structure of a T-shaped steel reversing device according to the present invention. In the reversing device 1 of the present invention, the center portion of the reversing beam 16 is tiltably supported by the upper end of the bearing base 12 via the shaft 14, and the front end portion of the reversing beam 16 is reversed upward at a right angle. A support arm 11 and a counterweight 15 are provided at the rear end. Reference numeral 13 denotes a locking protrusion provided on the inside of the vertical surface of the reversing support arm 11.
さらに軸受台12の後方にはビーム支持台17が設置されて
いて、このビーム支持台17には反転用ビーム16の後端部
に設けられたカウンタウェイト15の部分を載せて反転用
ビーム16を水平状態に保持している。Further, a beam support stand 17 is installed behind the bearing stand 12, and a part of the counterweight 15 provided at the rear end portion of the reversing beam 16 is placed on the beam support stand 17 to mount the reversing beam 16. Holds horizontal.
一方、反転用ビーム16の先端部に設けた反転用支持アー
ム11の前方には反転支持台19が設置されている。なお、
21は軸受台12の下部前面に傾転による反転用ビーム16の
前端部下面を係止するストッパである。このストッパ21
は図面に示すように軸受台12が2枚の板を離間して配置
した構造の場合には必要となるが、当該ストッパ21の部
分の軸受台が1本の中実構造となっている場合には不要
とすることもできる。On the other hand, a reversing support base 19 is installed in front of the reversing support arm 11 provided at the tip of the reversing beam 16. In addition,
Reference numeral 21 denotes a stopper that locks the lower surface of the front end of the reversing beam 16 by tilting on the lower front surface of the bearing base 12. This stopper 21
Is required when the bearing base 12 has a structure in which two plates are spaced apart as shown in the drawing, but when the bearing base of the stopper 21 has a single solid structure. It may not be necessary for.
第4図は、前述のような構造の反転装置1を設置した斜
視図を示す。第4図に示すようにT字状鋼反転装置に、
一対の軸受台12が所定の間隔をもって設置されており、
各軸受台12には傾動自在に反転用ビーム16が支持されて
いて、反転用ビーム16の後部がカウンタウェイト15の重
力によりビーム支持台17に載って水平状態を保持してい
る。FIG. 4 shows a perspective view in which the reversing device 1 having the above-described structure is installed. As shown in FIG. 4, in the T-shaped steel reversing device,
A pair of bearing bases 12 are installed at a predetermined interval,
A reversing beam 16 is tiltably supported on each bearing stand 12, and the rear part of the reversing beam 16 is placed on a beam support stand 17 by gravity of the counterweight 15 to maintain a horizontal state.
一方、直線型鋼矢板20と厚板22を溶接により組立てたT
字状鋼30を逆T字状姿勢でクレーンフック23に引っ掛け
た吊りチェン24を介して胴巻き状に2点吊りにより支持
させて反転装置1の上方まで搬送する。On the other hand, a straight steel sheet pile 20 and a thick plate 22 are assembled by welding.
The letter-shaped steel 30 is supported by a two-point suspension in a body-winding manner through a hanging chain 24 hooked on a crane hook 23 in an inverted T-shape and conveyed to a position above the reversing device 1.
次に本発明の作用を第5図に従って説明する。まず、第
5図の(1)に示すように吊りチェン24を介して胴巻き状
に吊り下げたT字状鋼30を反転装置1の上方から下降し
て反転ビーム16に接近させた後、第5図の(2)に示すよ
うにT字状鋼30を逆T字状姿勢で反転用ビーム16の半前
部に載せると反転用ビーム16はT字状鋼30の重力により
カウンタウェイト15の重力に抗して第5図の(3)に示す
ように傾転し、T字状鋼30の一方の爪18が係止突起13下
部に位置して反転用アーム11の下部前面に安定して係止
される。Next, the operation of the present invention will be described with reference to FIG. First, as shown in FIG. 5 (1), the T-shaped steel 30 suspended in the form of a body through the suspension chain 24 is lowered from above the reversing device 1 to approach the reversing beam 16, and As shown in FIG. 5 (2), when the T-shaped steel 30 is placed in the inverted T-shaped posture on the semi-front portion of the reversing beam 16, the reversing beam 16 is moved by the gravity of the T-shaped steel 30 to the counterweight 15. As shown in (3) of FIG. 5 against the gravitational force, one claw 18 of the T-shaped steel 30 is positioned below the locking projection 13 and is stabilized on the lower front surface of the reversing arm 11. Be locked.
このとき、吊りチェン24によるT字状鋼30の支持力が減
少するので反転用ビーム16の傾転に追従して胴巻きして
いる吊りチェン24が辷るのでT字状鋼30も同時に傾転す
ることになる。引続きT字状鋼30を降下させると反転用
ビーム16とT字状鋼30の傾転が更に進み、第5図の(4)
に示すように反転用ビーム16の前端部下面が受台12の下
部前面に設けたストッパ21に係止されて反転用ビーム16
の傾転が停止する。At this time, since the supporting force of the T-shaped steel 30 by the hanging chain 24 decreases, the hanging chain 24 wound around the body follows the tilting of the reversing beam 16, so that the T-shaped steel 30 also tilts at the same time. Will be done. When the T-shaped steel 30 is continuously lowered, the tilting of the reversing beam 16 and the T-shaped steel 30 further progresses, and (4) in FIG.
The lower surface of the front end portion of the reversing beam 16 is locked by a stopper 21 provided on the lower front surface of the pedestal 12 as shown in FIG.
Tilting stops.
この状態において吊りチェン24の支持力をゆるめると、
T字状鋼30はその重心が前側にあるので第5図の(5)に
示すように反転用アーム11を介して前方に倒れ込みつつ
反転する。このようにして反転したT字状鋼30は第5図
の(6)に示すように両側の爪18近傍が反転用アーム11と
反転用支持台19によって支持されT字状姿勢が確保され
る。引続いてクレーンフック23に引っ掛けた吊りチェン
24を上昇させると第5図の(7)に示すようにT字状鋼30
の上昇につれて反転用ビーム16はカウンタウェイト15の
重力により逆の方向に傾転し、第5図の(8)に示すよう
に水平状態に復帰して反転用ビーム16の後部がビーム支
持台17に支持される。If the supporting force of the hanging chain 24 is loosened in this state,
Since the center of gravity of the T-shaped steel 30 is on the front side, the T-shaped steel 30 is inverted while falling forward through the reversing arm 11 as shown in FIG. 5 (5). As shown in FIG. 5 (6), the T-shaped steel 30 thus reversed is supported by the reversing arm 11 and the reversing supporting base 19 in the vicinity of the claws 18 on both sides to secure the T-shaped posture. . Suspended chain hooked on the crane hook 23.
When 24 is raised, as shown in Fig. 5 (7), T-shaped steel 30
As the reversing beam 16 tilts in the opposite direction due to the gravity of the counterweight 15, the reversing beam 16 returns to a horizontal state as shown in FIG. Supported by.
かくして、吊りチェン24で吊り上げたT字状姿勢のT字
状鋼30をH型鋼板とすべく溶接組立装置のところへ搬送
すれば、一連のT字状鋼の逆T字状姿勢からT字状姿勢
への反転作業を終了する。Thus, if the T-shaped steel 30 in the T-shaped posture that has been lifted by the hanging chain 24 is conveyed to the welding assembly device so as to form an H-shaped steel plate, a series of T-shaped steels can be turned from the T-shaped posture to the T-shaped posture. The work of reversing to the normal posture is completed.
前述実施例ではH型鋼矢板を溶接組立により製造される
過程で形成されるT字状鋼を反転するものについて説明
したが、これに限定するものではなく、一般にT字状鋼
を逆T字状姿勢からT字状姿勢に反転するのに広く適用
できるのは勿論である。なおこの場合、T字状鋼のフラ
ンジ寸法とウエブ寸法とが近似したT字状鋼の反転に特
に好適である。In the above-mentioned embodiment, the T-shaped steel formed in the process of manufacturing the H-shaped steel sheet pile by welding is inverted. However, the present invention is not limited to this, and the T-shaped steel is generally inverted T-shaped. Of course, it can be widely applied to reverse the posture from the T-shaped posture. In this case, it is particularly suitable for reversing the T-shaped steel in which the flange size and the web size of the T-shaped steel are similar.
また、前述実施例では一定サイズのH型鋼矢板を溶接組
立する過程で形成されるT字状鋼を反転する装置につい
て説明したが、多サイズのT字状鋼に適用するには、反
転用ビームの前端部に設ける反転用支持アームの取付位
置を可変構造とし、またカウンタウェイトの重量を調整
可能とする他、必要に応じ軸受台、ビーム支持台および
反転支持台の高さや設置位置を変更可能とすることによ
って対応することも可能である。Further, in the above-described embodiment, the device for reversing the T-shaped steel formed in the process of welding and assembling the H-shaped steel sheet pile of a certain size has been described. The mounting position of the reversing support arm provided at the front end of the is variable, and the weight of the counterweight can be adjusted, and the height and installation position of the bearing stand, beam support stand and reversing support stand can be changed if necessary. It is also possible to deal with this.
〈発明の効果〉 以上説明したように本発明によれば、胴巻き状に吊り下
げた逆T字状姿勢のT字状鋼を吊りチェンを介して徐々
に吊り下げつつ反転装置の反転用ビームの前半部に載せ
るという単純な操作だけで、反転装置そのものに特別の
動力源を要することなく簡単な設備によりT字状鋼をT
字状姿勢に反転することができ、反転作業の能率向上が
達成される。<Advantages of the Invention> As described above, according to the present invention, the T-shaped steel in the inverted T-shape that is suspended in a body-wrapping shape is gradually suspended through the suspension chain, and the reversing beam of the reversing device is provided. With the simple operation of placing it on the first half, the T-shaped steel can be transferred to T with simple equipment without requiring a special power source for the reversing device itself.
It is possible to reverse the character-like posture, and the efficiency of the reversing work is improved.
第1図は本発明に係るT字状鋼反転装置を示す側面図、
第2図は第1図のA−A矢視を示す正面図、第3図は第
1図のB−B矢視を示す背面図、第4図は本発明のT字
状鋼反転装置を示す斜視図、第5図は本発明の操作手順
を示す説明図、第6図は一般のH型鋼矢板を示す斜視
図、第7図は一般のH型鋼矢板を用いて築造されたH型
鋼矢板製壁体を示す部分斜視図、第8図は一般のH型鋼
矢板の溶接・組立状況を示す説明図、第9図は従来例の
T字状鋼の反転手順を示す説明図である。 1……反転装置、10……H型鋼矢板、 11……反転用支持アーム、12……軸受台、 13……係止突起、14……軸、 15……カウンタウェイト、16……反転用ビーム、 17……ビーム支持台、18……爪、 19……反転支持台、20……直線型鋼矢板、 21……ストッパ、22……厚板、 23……クレーンフック、24……吊りチェン。FIG. 1 is a side view showing a T-shaped steel reversing device according to the present invention,
2 is a front view showing an AA arrow in FIG. 1, FIG. 3 is a rear view showing an BB arrow in FIG. 1, and FIG. 4 is a T-shaped steel reversing device of the present invention. 5 is a perspective view showing an operating procedure of the present invention, FIG. 6 is a perspective view showing a general H-type steel sheet pile, and FIG. 7 is an H-type steel sheet pile built using the general H-type steel sheet pile. FIG. 8 is a partial perspective view showing the wall-making body, FIG. 8 is an explanatory view showing a welding and assembling state of a general H-shaped steel sheet pile, and FIG. 9 is an explanatory view showing a reversing procedure of a conventional T-shaped steel. 1 ... Reversing device, 10 ... H type sheet pile, 11 ... Reversing support arm, 12 ... Bearing stand, 13 ... Locking protrusion, 14 ... Shaft, 15 ... Counterweight, 16 ... Reversing Beam, 17 ... Beam support, 18 ... Pawl, 19 ... Inverted support, 20 ... Linear steel sheet pile, 21 ... Stopper, 22 ... Thick plate, 23 ... Crane hook, 24 ... Suspension chain .
Claims (3)
設置された一対の軸受台にそれぞれ軸を介して反転ビー
ムの中央部を傾転自在に支持せしめ、前記反転用ビーム
の前端部に上向き直角に反転用支持アームを設けると共
に後端部にカウンタウェイトを設け、前記カウンタウェ
イトの重力によって反転用ビームの後部をビーム支持台
に載せて当該反転用ビームを水平状態に保持させる一
方、前記反転用ビームの上方からT字状鋼を逆T字状姿
勢でクレーンフックに引っ掛けた吊りチェンを介して胴
巻き状に吊り下げて徐々に降下させ、前記反転用ビーム
の前半部に載せることによって当該反転用ビームをカウ
ンタウェイトに抗して傾転させ、前記T字状鋼を吊りチ
ェンで支持しつつ反転用ビーム前端部の反転用支持アー
ムを介して逆T字状姿勢からT字状姿勢に反転した後、
前記反転用支持アームと、当該支持アームの前方に設置
した反転用支持台とによってT字状姿勢に反転したT字
状鋼を支持せしめ、引続き前記吊りチェンを介してT字
状姿勢のT字状鋼を吊り上げて次工程に搬送すると同時
に、前記反転用ビームをカウンタウェイトの重力により
水平状態に復帰させることを特徴とするT字状鋼の反転
方法。1. A front end portion of the reversing beam, wherein a center portion of the reversing beam is tiltably supported by a pair of bearing bases installed at predetermined positions at a reversing position of the T-shaped steel through shafts. While providing a reversing support arm at a right angle to the upside and providing a counterweight at the rear end, while the gravity of the counterweight causes the rear part of the reversing beam to be placed on a beam support to hold the reversing beam in a horizontal state, By suspending the T-shaped steel from above the reversing beam in a body-like shape through a hanging chain hooked on a crane hook in a reverse T-shape and gradually lowering it, and by mounting it on the front half of the reversing beam. The reversing beam is tilted against the counterweight, and the T-shaped steel is supported by a hanging chain, and an inverted T-shape is formed through a reversing support arm at the front end of the reversing beam. After the inverted T-shaped posture from energized,
The inversion support arm and an inversion support stand installed in front of the support arm support the T-shaped steel inverted in the T-shape, and subsequently the T-shape in the T-shape through the suspension chain. A method of reversing a T-shaped steel, characterized in that the reversing beam is returned to a horizontal state by gravity of a counterweight at the same time when the steel section is lifted and conveyed to the next step.
設置された一対の軸受台と、前記各軸受台の軸を介して
中央部を傾転自在に支持された反転ビームと、前記反転
ビームの前端部に上向き直角に設けられた反転用支持ア
ームと、前記反転用支持アームの垂直面内側に設けられ
た係止突起と、前記反転ビームの後端部に設けられたカ
ウンタウェイトと、前記反転用ビームの後部を載せて支
持させるビーム支持台と、前記反転用ビームの前端部に
設けた反転用支持アームの前方に設置された反転支持台
とからなることを特徴とするT字状鋼の反転装置。2. A pair of bearing pedestals installed at a predetermined interval at the reversal position of the T-shaped steel, a reversing beam rotatably supported in the center through the shaft of each of the bearing pedestals, A reversing support arm provided at the front end of the reversing beam at a right angle upward, a locking projection provided on the inside of the vertical surface of the reversing support arm, and a counterweight provided at the rear end of the reversing beam. , A T-shaped support comprising a beam support table on which a rear portion of the reversing beam is placed and supported, and a reversing support table installed in front of a reversing support arm provided at a front end portion of the reversing beam. Reversing device for shaped steel.
ムの前端部下面を係止するストッパを設けてなる請求項
2記載の装置。3. The apparatus according to claim 2, wherein a stopper for locking the lower surface of the front end of the reversing beam by tilting is provided on the lower front surface of the bearing base.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP30789790A JPH0641325B2 (en) | 1990-11-13 | 1990-11-13 | Method and device for reversing T-shaped steel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP30789790A JPH0641325B2 (en) | 1990-11-13 | 1990-11-13 | Method and device for reversing T-shaped steel |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH04179612A JPH04179612A (en) | 1992-06-26 |
| JPH0641325B2 true JPH0641325B2 (en) | 1994-06-01 |
Family
ID=17974488
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP30789790A Expired - Lifetime JPH0641325B2 (en) | 1990-11-13 | 1990-11-13 | Method and device for reversing T-shaped steel |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0641325B2 (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2009173351A (en) * | 2008-01-21 | 2009-08-06 | Milx Corp | Reversal mechanism |
| CN111792513A (en) * | 2020-08-04 | 2020-10-20 | 中铁四局集团有限公司 | A method and assembly for turning over a large rod under the condition of a single gantry crane |
| CN117303208B (en) * | 2023-11-30 | 2024-02-02 | 山东中杰特种装备股份有限公司 | Pressure vessel turning device |
-
1990
- 1990-11-13 JP JP30789790A patent/JPH0641325B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH04179612A (en) | 1992-06-26 |
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