JP2007099414A - Sling tool and inclination adjustment method for slung body - Google Patents

Sling tool and inclination adjustment method for slung body Download PDF

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JP2007099414A
JP2007099414A JP2005288499A JP2005288499A JP2007099414A JP 2007099414 A JP2007099414 A JP 2007099414A JP 2005288499 A JP2005288499 A JP 2005288499A JP 2005288499 A JP2005288499 A JP 2005288499A JP 2007099414 A JP2007099414 A JP 2007099414A
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support
suspended
center
inclination angle
gravity
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JP4982066B2 (en
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Toshimi Sudo
敏己 須藤
Fumio Yabe
文生 矢部
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TOKUSHU KOKOHO KEIKAKU KENKYUS
Obayashi Corp
Tokushu Kokoho Keikaku Kenkyusho KK
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TOKUSHU KOKOHO KEIKAKU KENKYUS
Obayashi Corp
Tokushu Kokoho Keikaku Kenkyusho KK
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Abstract

<P>PROBLEM TO BE SOLVED: To horizontally sling a body to be slung having the center of gravity positioned at a position deviated from the center without occurring inclination. <P>SOLUTION: The sling tool comprises a plurality of supports 3, 8, 20 provided at multi-stages in a vertical direction and is provided with a multi-stage support 2 in which the support 3 positioned at the uppermost position is slung and the body 30 to be slung is slung from the support 20 positioned at the lowermost position; connection mechanisms 11, 19 for connecting the supports 3, 8 at the upper positions relative to the adjacent supports 8, 20 at the lower positions relatively tiltably in one direction; and inclination angle adjustment means 14, 26 for relatively inclining the supports 3, 8 at the upper positions relative to the adjacent supports 8, 20 at the lower positions. The position of the center of gravity of the body 30 to be slung can be positioned at a vertical line passing through a sling point by adjusting an inclination angle of the supports 3, 8 at the upper positions relative to the supports 8, 20 at the lower positions by inclination angle adjustment means 14, 26 and the body 30 to be slung can be horizontally slung. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は、吊り治具及び被吊り下げ体の傾き調整方法に関し、特に、重心が中心からずれた位置に位置する鉄筋籠等の被吊り下げ体を吊り下げるのに好適な吊り治具及び被吊り下げ体の傾き調整方法に関する。   The present invention relates to a suspension jig and a method for adjusting the inclination of a suspended body, and in particular, a suspended jig and a suspended body suitable for suspending a suspended body such as a reinforcing bar that is located at a position where the center of gravity is shifted from the center. The present invention relates to a tilt adjustment method for a suspended body.

従来、建物等の建設現場において、地盤に設けた掘削溝内に鉄筋籠を設置する場合、クレーンのフックにワイヤを介して鉄筋籠を吊り下げ、クレーンの操作によって鉄筋籠を掘削溝の上方に搬送し、クレーンの操作によって鉄筋籠を降下させて掘削溝内に設置することが行われている。   Conventionally, when a reinforcing bar is installed in the excavation groove provided on the ground at a construction site such as a building, the reinforcing bar is suspended from the hook of the crane via a wire, and the reinforcing bar is moved above the excavation groove by operating the crane. It is transported, and the reinforcing bar is lowered by the operation of the crane and installed in the excavation groove.

このような鉄筋籠の設置作業において、鉄筋籠の重心が中心部に位置している場合には特に問題はないが、重心が中心部からずれた位置に位置している場合には、クレーンのフックにワイヤを介して鉄筋籠を吊り下げた場合に、鉄筋籠が傾いた状態で吊り下げられ、この状態で鉄筋籠を掘削溝内に挿入すると、鉄筋籠が掘削溝の内面に接触する問題が生じる。このため、鉄筋籠の重心が中心部からずれている場合には、鉄筋籠に掛けるワイヤの 位置を調整したり、重心の位置を調整する機能を備えた吊り治具を用いる等の対策を採る必要がある。   In such rebar rod installation work, there is no particular problem if the center of gravity of the reinforcing rod is located at the center, but if the center of gravity is located at a position deviated from the center, When a reinforcing bar rod is suspended from a hook via a wire, the reinforcing rod rod is suspended in an inclined state. If the reinforcing bar rod is inserted into the excavation groove in this state, the reinforcing bar rod contacts the inner surface of the excavation groove. Occurs. For this reason, when the center of gravity of the reinforcing bar is deviated from the center, take measures such as adjusting the position of the wire that hangs on the reinforcing bar and using a lifting jig with a function to adjust the position of the center of gravity. There is a need.

この種の吊り治具の一例が特許文献1に記載されている。この吊り治具(バランス式吊治具)は、吊りビームの両端部における中央よりやや外側に寄った位置に、シーブを回転自在に設け、シーブにアームを介してカウンターウエイトを取り付け、アームの根元からシーブを介してワイヤを垂下させ、このワイヤに吊荷を吊り下げるように構成したものである。   An example of this type of hanging jig is described in Patent Document 1. This suspension jig (balanced suspension jig) is provided with a sheave rotatably at a position slightly outside the center at both ends of the suspension beam, and a counterweight is attached to the sheave via the arm, and the base of the arm The wire is suspended from the sheave through the sheave, and the suspended load is suspended from the wire.

このような構成の吊り治具にあっては、吊荷を吊り下げたときに、カウンターウエイトがアームを介して上方に持ち上げられることにより、吊荷を片側によった状態で吊り上げても、カウンターウエイトの働きによって吊荷の水平状態を保つことができるというものである。
特開平6−92585号公報
In the hanging jig having such a configuration, when the suspended load is suspended, the counterweight is lifted upward via the arm, so that even if the suspended load is lifted on one side, the counter The weight can keep the suspended load horizontal.
JP-A-6-92585

しかし、上記のような構成の吊り治具にあっては、吊荷の重量に応じたカウンターウエイトを用いなければならないため、重量の重い吊荷の場合には吊り治具全体が大型化してしまう。さらに、構造が複雑であるため、メンテナンスに手間がかかる。さらに、カウンターウエイトの分だけ重量が嵩むため、その分だけ強度を高めなければならず、必要以上に全体が大型化してしまい、製作費が高くついてしまう。さらに、吊荷の重心が中心からずれている場合に、重心のずれによる一方向への傾きは抑えることはできるものの、その方向と直交する方向への傾きを抑えることができない。   However, in the suspension jig having the above-described configuration, a counterweight corresponding to the weight of the suspended load must be used. Therefore, in the case of a heavy suspended load, the entire suspension jig becomes large. . Furthermore, since the structure is complicated, maintenance is troublesome. Furthermore, since the weight is increased by the amount of the counterweight, the strength has to be increased by that amount, and the whole is unnecessarily large, resulting in high production costs. Furthermore, when the center of gravity of the suspended load is deviated from the center, the inclination in one direction due to the deviation of the center of gravity can be suppressed, but the inclination in the direction orthogonal to the direction cannot be suppressed.

本発明は、上記のような従来の問題に鑑みなされたものであって、必要以上に全体を大型化することなく、製作費を安く抑えることができるとともに、構造が容易でメンテナンスが容易であり、さらに、重心が中心からずれた位置に位置する被吊り下げ体であっても、水平状態で吊り下げることができる吊り治具及び被吊り下げ体の傾き調整方法を提供することを目的とする。   The present invention has been made in view of the conventional problems as described above, and can reduce the manufacturing cost without increasing the overall size more than necessary, and has a simple structure and easy maintenance. Furthermore, it is an object of the present invention to provide a hanging jig that can be suspended in a horizontal state and a method for adjusting the inclination of the suspended body even if the suspended body is located at a position where the center of gravity is shifted from the center. .

上記のような課題を解決するために、本発明は、以下のような手段を採用している。
すなわち、請求項1に係る発明は、上下方向に多段に設けられた複数の支持体からなり、最上位に位置する支持体が吊り下げられ、最下位に位置する支持体に被吊り下げ体が吊り下げられる多段支持体と、隣接する下位の支持体に対して上位の支持体を一方向に相対的に傾斜可能に連結する連結機構と、隣接する下位の支持体に対して上位の支持体を相対的に傾斜させる傾斜角度調整手段とを備えていることを特徴とする。
In order to solve the above problems, the present invention employs the following means.
That is, the invention according to claim 1 includes a plurality of support bodies provided in multiple stages in the vertical direction, the support body positioned at the uppermost position is suspended, and the suspended body is supported at the support body positioned at the lowermost position. A multi-stage support that is suspended, a coupling mechanism that connects an upper support to an adjacent lower support so as to be relatively tiltable in one direction, and an upper support to an adjacent lower support And an inclination angle adjusting means for relatively inclining.

本発明による吊り治具によれば、多段支持体の最上位の支持体を吊り下げ、最下位の支持体に被吊り下げ体を吊り下げたときに、被吊り下げ体の重心が中心からずれていると、被吊り下げ体が傾いた状態となり、アンバランスな状態となる。ここで、傾斜角度調整手段によって隣接する下位の支持体に対して上位の支持体を一方向に相対的に傾斜させて、上位の支持体の傾斜角度を調整することにより、被吊り下げ体の重心の位置を吊り点を通る鉛直線上に位置させることができ、被吊り下げ体をバランスのとれた状態で水平に吊り下げることができる。   According to the hanging jig according to the present invention, when the uppermost support body of the multistage support body is suspended and the suspended body is suspended from the lowermost support body, the center of gravity of the suspended body is displaced from the center. If it is, it will be in the state which the to-be-suspended body inclined and will be in an unbalanced state. Here, the upper support is inclined in one direction relative to the adjacent lower support by the inclination angle adjusting means, and the inclination angle of the upper support is adjusted, so that The position of the center of gravity can be positioned on the vertical line passing through the suspension point, and the suspended body can be suspended horizontally in a balanced state.

請求項2に係る発明は、請求項1に記載の吊り治具であって、前記多段支持体は3段に形成されており、中位に位置する支持体に対して最上位に位置する支持体が前記連結機構を介して第1の方向に相対的に傾斜可能に連結され、最下位に位置する支持体に対して中位に位置する支持体が前記連結機構を介して前記第1の方向と直交する第2の方向に相対的に傾斜可能に連結され、前記中位の支持体と前記最上位の支持体との間、及び前記最下位の支持体と前記中位の支持体との間にそれぞれ前記傾斜角度調整手段が設けられていることを特徴とする。   The invention according to claim 2 is the hanging jig according to claim 1, wherein the multistage support is formed in three stages, and the support positioned at the uppermost position with respect to the support positioned at the middle position. The body is connected to be tiltable relative to the first direction via the connection mechanism, and the support located at the middle position with respect to the support located at the lowest position is connected to the first via the connection mechanism. In a second direction perpendicular to the direction, and is connected so as to be tiltable, and between the middle support and the uppermost support, and between the lowermost support and the middle support. The inclination angle adjusting means is provided between each of them.

本発明による吊り治具によれば、多段支持体の最上位の支持体を吊り下げ、最下位の支持体に被吊り下げ体を吊り下げたときに、被吊り下げ体の重心が中心からずれていると、被吊り下げ体が傾いた状態となり、アンバランスな状態となる。ここで、傾斜角度調整手段によって中位の支持体に対して最上位の支持体を第1の方向に相対的に傾斜させて、最上位の支持体の傾斜角度を調整するとともに、最下位の支持体に対して中位の支持体を第1の方向と直交する第2の方向に相対的に傾斜させて、中位の支持体の傾斜角度を調整することにより、被吊り下げ体の重心の位置を吊り点を通る鉛直線上に位置させることができ、被吊り下げ体をバランスのとれた状態で水平に吊り下げることができる。   According to the hanging jig according to the present invention, when the uppermost support body of the multistage support body is suspended and the suspended body is suspended from the lowermost support body, the center of gravity of the suspended body is displaced from the center. If it is, it will be in the state which the to-be-suspended body inclined and will be in an unbalanced state. Here, the tilt angle adjusting means tilts the uppermost support relative to the middle support relative to the first direction to adjust the tilt angle of the uppermost support and The center of gravity of the suspended body is adjusted by tilting the middle support relative to the support in a second direction orthogonal to the first direction and adjusting the tilt angle of the middle support. Can be positioned on the vertical line passing through the suspension point, and the suspended body can be suspended horizontally in a balanced state.

請求項3に係る発明は、請求項1又は2に記載の吊り治具であって、前記傾斜角度調整手段は油圧ジャッキであることを特徴とする。   The invention according to claim 3 is the hanging jig according to claim 1 or 2, wherein the inclination angle adjusting means is a hydraulic jack.

本発明による吊り治具によれば、傾斜角度調整手段の油圧ジャッキを作動させることにより、隣接する下位の支持体に対して上位の支持体の傾斜角度が調整されることになる。   According to the suspension jig of the present invention, the inclination angle of the upper support relative to the adjacent lower support is adjusted by operating the hydraulic jack of the inclination angle adjusting means.

請求項4に係る発明は、重心が中心部からずれた位置に位置する被吊り下げ体の傾き調整方法であって、上下方向に多段に設けられた複数の支持体からなり、最上位に位置する支持体が吊り下げられ、最下位に位置する支持体に被吊り下げ体が吊り下げられる多段支持体と、隣接する下位の支持体に対して上位の支持体を一方向に相対的に傾斜可能に連結する連結機構と、隣接する下位の支持体に対して上位の支持体を相対的に傾斜させる傾斜角度調整手段とを備えた吊り治具を用い、前記多段支持体の最下位の支持体に被吊り下げ体を吊り下げ、該被吊り下げ体の重心の位置に応じて、前記傾斜角度調整手段を作動させて、下位に位置する支持体に対する上位に位置する支持体の相対的な傾斜角度を調整し、前記被吊り下げ体の重心を吊り点を通る鉛直線上に位置させることを特徴とする。   The invention according to claim 4 is a method of adjusting the inclination of the suspended body in which the center of gravity is located at a position deviated from the central portion, and includes a plurality of support bodies provided in multiple stages in the vertical direction, and is positioned at the uppermost position. A multi-stage support in which the support to be suspended is suspended and the suspended body is suspended from the support located at the lowest position, and the upper support relative to one adjacent lower support is inclined relative to one direction. The lowermost support of the multi-stage support using a suspension jig provided with a connecting mechanism for enabling connection and an inclination angle adjusting means for inclining the upper support relative to the adjacent lower support The suspended body is suspended from the body, and the inclination angle adjusting means is operated according to the position of the center of gravity of the suspended body, so that the support body positioned higher than the support body positioned lower is relative. Adjust the tilt angle and suspend the center of gravity of the suspended body Characterized in that is positioned on the vertical line that passes through the.

本発明による被吊り下げ体の傾き調整方法によれば、被吊り下げ体の重心の位置が中心部からずれた位置に位置していても、傾斜角度調整手段によって上位に位置する支持体の傾きを調整することにより、被吊り下げ体を水平に吊り下げることができる。   According to the method for adjusting the inclination of the suspended body according to the present invention, even if the position of the center of gravity of the suspended body is shifted from the center, the inclination of the support body positioned higher by the inclination angle adjusting means. By adjusting the, the suspended body can be suspended horizontally.

以上、説明したように、本発明による吊り治具及び被吊り下げ体の傾き調整方法によれば、傾斜角度調整手段によって下位の支持体に対して上位の支持体を相対的に傾斜させて、上位の支持体の傾斜角度を調整することにより、被吊り下げ体の重心の位置を吊り点を通る鉛直線上に位置させることができる。
従って、被吊り下げ体をバランスのとれた状態で水平に吊り下げることができるので、被吊り下げ体として重心の位置が中心からずれている鉄筋籠を用いた場合であっても、鉄筋籠を水平に保った状態で掘削溝内に設置することができる。
As described above, according to the hanging jig and the method of adjusting the inclination of the suspended body according to the present invention, the upper support is relatively inclined with respect to the lower support by the inclination angle adjusting means, By adjusting the inclination angle of the upper support body, the position of the center of gravity of the suspended body can be positioned on the vertical line passing through the suspension point.
Therefore, since the suspended body can be suspended horizontally in a balanced state, even when a reinforcing bar rod whose center of gravity is shifted from the center is used as the suspended body, It can be installed in the excavation trench while keeping it level.

以下、図面に示す本発明の実施の形態について説明する。
図1〜図6には、本発明による吊り治具の一実施の形態が示されていて、図1は全体を示す正面図、図2は図1の側面図、図3及び図4は第1支持体を傾斜させた状態を示す正面図、図5及び図6は第2支持体を傾斜させた状態を示す側面図である。
Hereinafter, embodiments of the present invention shown in the drawings will be described.
1 to 6 show an embodiment of a hanging jig according to the present invention. FIG. 1 is a front view showing the whole, FIG. 2 is a side view of FIG. 1, and FIGS. FIG. 5 and FIG. 6 are side views showing a state in which the second support body is inclined.

すなわち、この吊り治具1は、上下方向に多段に設けられた複数の支持体3、9、20からなり、最上位に位置する支持体3がワイヤ7を介してクレーンに吊り下げられ、最下位に位置する支持体20にワイヤ25を介して被吊り下げ体30が吊り下げられる多段支持体2と、隣接する下位の支持体8、20に対して上位の支持体3、8を一方向に相対的に傾斜可能に連結する連結機構11、19と、隣接する下位の支持体8、20に対して上位の支持体3、8を相対的に傾斜させる傾斜角度調整手段14、26とを備えている。   That is, the suspension jig 1 is composed of a plurality of support bodies 3, 9, 20 provided in multiple stages in the vertical direction. The support body 3 positioned at the uppermost position is suspended from the crane via the wire 7, and is The multi-stage support 2 in which the suspended body 30 is suspended via the wire 25 on the lower support 20 and the upper supports 3 and 8 in one direction with respect to the adjacent lower supports 8 and 20 Connecting mechanisms 11 and 19 that are relatively tiltable to each other, and tilt angle adjusting means 14 and 26 for tilting the upper supports 3 and 8 relative to the adjacent lower supports 8 and 20. I have.

多段支持体2は、最上位に設けられる支持体である第1ビーム3と、第1ビーム3の下方に所定の間隔をおいて互いに平行をなすように設けられる支持体である第2ビーム8と、第2ビーム8の下方に所定の間隔をおいて互いに平行をなすように設けられる支持体である第3ビーム20とを備えている。   The multistage support 2 is a first beam 3 that is a support provided at the uppermost position, and a second beam 8 that is a support provided below the first beam 3 so as to be parallel to each other at a predetermined interval. And a third beam 20 which is a support provided below the second beam 8 so as to be parallel to each other at a predetermined interval.

第1ビーム3は、H型鋼等の複数の鋼材を組み合わせてなる矩形状のビーム本体4と、ビーム本体4の上面側の四隅に上方に突出した状態で一体に設けられるワイヤ取付け部5と、ビーム本体4の下面側の中央部に下方に突出した状態で一体に設けられる支持部6とから構成されている。   The first beam 3 includes a rectangular beam body 4 formed by combining a plurality of steel materials such as H-shaped steel, and a wire attachment portion 5 provided integrally in a state of protruding upward at the four corners on the upper surface side of the beam body 4; It is comprised from the support part 6 integrally provided in the state which protruded below to the center part of the lower surface side of the beam main body 4. As shown in FIG.

各ワイヤ取付け部5は、板状をなすものであって、板面がビーム本体4の中心部方向を向くように、ビーム本体4の上面側の四隅に溶接により一体に設けられている。各ワイヤ取付け部5の中心部には、取付け用孔5aが貫通した状態で設けられ、この取付け用孔5a内にシャックル等の連結金具(図示せず)を介してワイヤ7が取り付けられる。   Each wire attachment portion 5 has a plate shape, and is integrally provided by welding at the four corners on the upper surface side of the beam main body 4 so that the plate surface faces the central portion direction of the beam main body 4. An attachment hole 5a is provided in the center of each wire attachment portion 5, and the wire 7 is attached to the attachment hole 5a via a connecting fitting (not shown) such as a shackle.

支持部6は、板状をなすものであって、板面がビーム本体4の長手方向に沿うように、ビーム本体4の下面側の長手方向の中央部に溶接により一体に設けられている。この場合、支持部6は、ビーム本体4の幅方向の両端部にそれぞれ設けられ、各支持部6の中心部にはピン挿通用の孔(図示せず)が貫通した状態で設けられている。   The support portion 6 has a plate shape, and is integrally provided by welding at the central portion in the longitudinal direction on the lower surface side of the beam body 4 so that the plate surface is along the longitudinal direction of the beam body 4. In this case, the support portions 6 are provided at both ends in the width direction of the beam body 4, and a pin insertion hole (not shown) is provided through the center portion of each support portion 6. .

第1ビーム3のビーム本体4の下面側の支持部6と、後述する第2ビーム8のビーム本体9の上面側の支持部10と、後述する連結ピン12とによって第1連結機構11が構成され、この第1連結機構11によって第1ビーム3と第2ビーム8とが相対的に回動自在に連結される。   The first connecting mechanism 11 is constituted by the support portion 6 on the lower surface side of the beam body 4 of the first beam 3, the support portion 10 on the upper surface side of the beam body 9 of the second beam 8 described later, and a connection pin 12 described later. Then, the first beam 3 and the second beam 8 are relatively rotatably connected by the first connection mechanism 11.

第2ビーム8は、H型鋼等の複数の鋼材を組み合わせてなる矩形状のビーム本体9と、ビーム本体9の上面側の長手方向の中央部に上方に突出した状態で一体に設けられる支持部10と、ビーム本体9の下面側の長手方向の中央部に下方に突出した状態でそれぞれ一体に設けられる支持部13とから構成されている。   The second beam 8 includes a rectangular beam main body 9 formed by combining a plurality of steel materials such as H-shaped steel, and a support portion that is integrally provided in a state of projecting upward at a central portion in the longitudinal direction on the upper surface side of the beam main body 9. 10 and a support portion 13 that is integrally provided in a state of projecting downward from a central portion in the longitudinal direction on the lower surface side of the beam main body 9.

第2ビーム8のビーム本体9は、長さが第1ビーム3のビーム本体4よりも長く、幅が第1ビーム3のビーム本体4と略同一に形成され、長手方向の両端部が第1ビーム3のビーム本体4の長手方向の両端から同一長さ突出するように、第1ビーム3のビーム本体4の下方に設けられている。   The beam main body 9 of the second beam 8 is longer than the beam main body 4 of the first beam 3, has a width substantially the same as the beam main body 4 of the first beam 3, and both ends in the longitudinal direction are the first. The beam 3 is provided below the beam body 4 of the first beam 3 so as to protrude the same length from both ends of the beam body 4 in the longitudinal direction.

第2ビーム8のビーム本体9の上面側の支持部10は、第1ビーム3のビーム本体4の下面側の支持部6と同様に板状をなすものであって、板面がビーム本体9の長手方向に沿うように、ビーム本体9の上面側の長手方向の中央部の2箇所(幅方向の両端部)にそれぞれ溶接により一体に設けられ、各支持部10の中心部にはピン挿通用の孔(図示せず)が貫通した状態で設けられている。   The support portion 10 on the upper surface side of the beam body 9 of the second beam 8 has a plate shape like the support portion 6 on the lower surface side of the beam body 4 of the first beam 3, and the plate surface is the beam body 9. Of the beam body 9 are integrally formed by welding at two locations (both ends in the width direction) of the longitudinal direction on the upper surface side of the beam body 9, and a pin is inserted at the center of each support portion 10. A common hole (not shown) is provided in a penetrating manner.

第1ビーム3と第2ビーム8とは、第1ビーム3のビーム本体4の下方に第2ビーム8のビーム本体9を位置し、第1ビーム3のビーム本体4の下面側の各支持部6と第2ビーム8のビーム本体9の上面側の各支持部10とを重合させ、両支持部6、10のピン挿通用の孔(図示せず)間に連結ピン12を挿着させることにより、相対的に回動自在に連結される。   The first beam 3 and the second beam 8 have a beam body 9 of the second beam 8 positioned below the beam body 4 of the first beam 3, and support portions on the lower surface side of the beam body 4 of the first beam 3. 6 and the respective support portions 10 on the upper surface side of the beam body 9 of the second beam 8 are overlapped, and the connecting pin 12 is inserted between the pin insertion holes (not shown) of the support portions 6 and 10. Thus, they are connected so as to be relatively rotatable.

この場合、第1ビーム3のビーム本体4の下面側の各支持部6と、第2ビーム8のビーム本体9の上面側の各支持部10と、両支持部6、10のピン挿通用の孔間に挿着される連結ピン12とによって第1連結機構11が構成され、この第1連結機構11を介して第1ビーム3と第2ビーム8とが連結ピン12の軸線を中心として鉛直方向の第1の方向(図3及び図4のX方向)に相対的に回動自在に連結される。   In this case, the respective support portions 6 on the lower surface side of the beam body 4 of the first beam 3, the respective support portions 10 on the upper surface side of the beam body 9 of the second beam 8, and pin insertion for both support portions 6, 10 are inserted. The first connecting mechanism 11 is configured by the connecting pin 12 inserted between the holes, and the first beam 3 and the second beam 8 are vertically centered about the axis of the connecting pin 12 via the first connecting mechanism 11. The first and second directions (X direction in FIGS. 3 and 4) are connected to be relatively rotatable.

第1ビーム3のビーム本体4と第2ビーム8のビーム本体9との間には第1傾斜角度調整手段14が設けられている。第1傾斜角度調整手段14は、第1ビーム3のビーム本体4の長手方向の一端部とそれに対応する第2ビーム8のビーム本体9の部分との間に設けられるアクチュエータ15と、アクチュエータ15を駆動させる駆動源(図示せず)とから構成されている。   A first tilt angle adjusting means 14 is provided between the beam body 4 of the first beam 3 and the beam body 9 of the second beam 8. The first tilt angle adjusting means 14 includes an actuator 15 provided between one end of the first beam 3 in the longitudinal direction of the beam body 4 and a portion of the beam body 9 of the second beam 8 corresponding thereto, and an actuator 15. It is comprised from the drive source (not shown) to drive.

アクチュエータ15は、例えば、油圧ジャッキ15であって、シリンダ16が第2ビーム8のビーム本体9側に回動自在に連結され、ロッド17の先端部が連結金具18を介して第1ビーム3のビーム本体4側に回動自在に連結されている。駆動源の作動により油圧ジャッキ15を作動させてロッド17を伸縮させることにより、第1ビーム3と第2ビーム8とが第1連結機構11の連結ピン12の軸線を中心として鉛直方向の第1の方向(図3及び図4のX方向)に相対的に回動し、第2ビーム8に対する第1ビーム3の相対的な傾斜角度(図3及び図4のX方向への傾斜角度)を調整することができる。
なお、アクチュエータ15は、油圧ジャッキ15に限らず、第2ビーム8に対する第1ビーム3の相対的な傾斜角度を調整可能な機能を有するものであればよい。
The actuator 15 is, for example, a hydraulic jack 15, the cylinder 16 is rotatably connected to the beam body 9 side of the second beam 8, and the distal end portion of the rod 17 is connected to the first beam 3 via the connection fitting 18. It is rotatably connected to the beam body 4 side. By operating the hydraulic jack 15 by operating the drive source to expand and contract the rod 17, the first beam 3 and the second beam 8 are vertically first around the axis of the connection pin 12 of the first connection mechanism 11. The relative tilt angle of the first beam 3 with respect to the second beam 8 (the tilt angle in the X direction in FIGS. 3 and 4) is relatively rotated in the direction (X direction in FIGS. 3 and 4). Can be adjusted.
The actuator 15 is not limited to the hydraulic jack 15, and may be any actuator that has a function capable of adjusting the relative inclination angle of the first beam 3 with respect to the second beam 8.

第2ビーム8のビーム本体9の下面側の支持部13は、上面側の支持部10と同様に板状をなすものであって、板面がビーム本体9の幅方向に沿うように、ビーム本体9の下面側の長手方向の中央部の2箇所にそれぞれ溶接により一体に設けられ、各支持部13の中心部にはピン挿通用の孔(図示せず)が貫通した状態で設けられている。   The support portion 13 on the lower surface side of the beam body 9 of the second beam 8 has a plate shape like the support portion 10 on the upper surface side, and the beam surface is arranged so that the plate surface is along the width direction of the beam body 9. It is integrally provided by welding at two locations in the longitudinal center portion on the lower surface side of the main body 9, and a pin insertion hole (not shown) is provided through the center portion of each support portion 13. Yes.

第2ビーム8のビーム本体9の下面側の支持部13と、後述する第3ビーム20のビーム本体21の上面側の支持部22と、後述する連結ピン12とによって第2連結機構19が構成され、この第2連結機構19によって第2ビーム8と第3ビーム20とが相対的に回動自在に連結される。   The second connection mechanism 19 is configured by the support portion 13 on the lower surface side of the beam body 9 of the second beam 8, the support portion 22 on the upper surface side of the beam body 21 of the third beam 20 described later, and the connection pin 12 described later. The second connection mechanism 19 connects the second beam 8 and the third beam 20 so as to be relatively rotatable.

第3ビーム20は、H型鋼等の複数の鋼材を組み合わせてなる矩形状のビーム本体21と、ビーム本体21の上面側の長手方向の中央部に上方に突出した状態で一体に設けられる支持部22と、ビーム本体21の下面側に一体に設けられる、H型鋼等の複数の鋼材を組み合わせてなる吊り下げアーム23とから構成されている。   The third beam 20 includes a rectangular beam main body 21 formed by combining a plurality of steel materials such as H-shaped steel, and a support portion that is integrally provided in a state of projecting upward at a central portion in the longitudinal direction on the upper surface side of the beam main body 21. 22 and a suspension arm 23 formed by combining a plurality of steel materials such as H-shaped steel, which are integrally provided on the lower surface side of the beam main body 21.

第3ビーム20のビーム本体21は、第2ビーム8のビーム本体9と略同一長さ、幅に形成され、第2ビーム8のビーム本体9の下方に所定の間隔をおいて重合するように設けられている。   The beam body 21 of the third beam 20 is formed to have substantially the same length and width as the beam body 9 of the second beam 8, and overlaps with a predetermined interval below the beam body 9 of the second beam 8. Is provided.

第3ビーム20のビーム本体21の上面側の支持部22は、第2ビーム8のビーム本体9の下面側の支持部13と同様に板状をなすものであって、板面がビーム本体21の幅方向に沿うように、ビーム本体21の上面側の長手方向の中央部の2箇所にそれぞれ溶接により一体に設けられ、各支持部22の中心部にはピン挿通用の孔(図示せず)が貫通した状態で設けられている。   The support portion 22 on the upper surface side of the beam body 21 of the third beam 20 has a plate shape like the support portion 13 on the lower surface side of the beam body 9 of the second beam 8, and the plate surface is the beam body 21. Of the beam body 21 are integrally formed by welding at two locations in the longitudinal center portion on the upper surface side of the beam main body 21, and a pin insertion hole (not shown) is formed at the center portion of each support portion 22. ) Is provided in a penetrating state.

第2ビーム8と第3ビーム20とは、第2ビーム8のビーム本体9の下方に第3ビーム20のビーム本体21を位置し、第2ビーム8のビーム本体9の下面側の各支持部13と第3ビーム20のビーム本体21の上面側の各支持部22とを重合させ、両支持部13、22のピン挿通用の孔間に連結ピン12を挿着させることにより、相対的に回動自在に連結される。   The second beam 8 and the third beam 20 are formed by positioning the beam body 21 of the third beam 20 below the beam body 9 of the second beam 8 and supporting portions on the lower surface side of the beam body 9 of the second beam 8. 13 and the respective support portions 22 on the upper surface side of the beam main body 21 of the third beam 20 are overlapped, and the connecting pin 12 is inserted between the pin insertion holes of both the support portions 13 and 22, so that It is pivotally connected.

この場合、第2ビーム8のビーム本体9の下面側の各支持部13と、第3ビーム20のビーム本体21の上面側の各支持部22と、両支持部13、20間に挿着される連結ピン12とによって第2連結機構19が構成され、この第2連結機構19により第2ビーム8と第3ビーム20とが連結ピン12の軸線(第1連結機構11の連結ピン12の軸線と直交する軸線)を中心として、鉛直方向の第2方向(前述した第1の方向と直交する方向、図2中Y方向)に相対的に回動自在に連結され、第3ビーム20に対する第2ビーム8の相対的な傾斜角度(図5及び図6のY方向への傾斜角度)が調整される。   In this case, the support portions 13 on the lower surface side of the beam body 9 of the second beam 8, the support portions 22 on the upper surface side of the beam body 21 of the third beam 20, and the support portions 13, 20 are inserted. The second connecting mechanism 19 is configured by the connecting pin 12, and the second beam 8 and the third beam 20 are connected by the second connecting mechanism 19 to the axis of the connecting pin 12 (the axis of the connecting pin 12 of the first connecting mechanism 11). Centered on the axis perpendicular to the first direction), and is connected to the second direction in the vertical direction (the direction perpendicular to the first direction described above, the Y direction in FIG. 2) so as to be rotatable relative to the third beam 20. The relative inclination angle of the two beams 8 (inclination angle in the Y direction in FIGS. 5 and 6) is adjusted.

第3ビーム20のビーム本体21の下面側に連結される吊り下げアーム23は、ビーム本体21の下面側の幅方向の両端部に長手方向に沿ってそれぞれ一体に設けられ、各吊り下げアーム23の長手方向の両端部は第3ビーム20のビーム本体21の長手方向の両端から外方に所定の長さ突出している。   The suspension arms 23 connected to the lower surface side of the beam body 21 of the third beam 20 are integrally provided along the longitudinal direction at both ends in the width direction on the lower surface side of the beam body 21. Both end portions in the longitudinal direction protrude from the both ends in the longitudinal direction of the beam body 21 of the third beam 20 by a predetermined length.

各吊り下げアーム23の下端部には、各吊り下げアーム23の全長に亘って所定の間隔ごとに吊り下げ用の孔24が設けられ、各吊り下げ用の孔24内にそれぞれシャックル等の連結金具(図示せず)を介してワイヤ25が着脱自在に構成されている。   At the lower end of each suspension arm 23, suspension holes 24 are provided at predetermined intervals over the entire length of each suspension arm 23, and a shackle or the like is connected to each suspension hole 24. The wire 25 is configured to be detachable via a metal fitting (not shown).

第2ビーム8のビーム本体9と第3ビーム20のビーム本体21との間には、第2傾斜角度調整手段26が設けられている。第2傾斜角度調整手段26は、第2ビーム8のビーム本体9と第3ビーム30のビーム本体21の長手方向の一端部及び他端部間にそれぞれ設けられるアクチュエータ15と、両アクチュエータ15、15を駆動させる駆動源(図示せず)とから構成されている。   Between the beam body 9 of the second beam 8 and the beam body 21 of the third beam 20, second tilt angle adjusting means 26 is provided. The second tilt angle adjusting means 26 includes an actuator 15 provided between one end and the other end in the longitudinal direction of the beam body 9 of the second beam 8 and the beam body 21 of the third beam 30, and both actuators 15, 15. It is comprised from the drive source (not shown) which drives.

アクチュエータ15は、例えば、油圧ジャッキ15であって、シリンダ16が第3ビーム20のビーム本体21側に回動自在に連結され、ロッド17の先端部が連結金具18を介して第2ビーム8のビーム本体9側に回動自在に連結されている。駆動源の作動により油圧ジャッキ15を作動させてロッド17を伸縮させることにより、第2ビーム8と第3ビーム20とが第2連結機構19の連結ピン12の軸線を中心として、鉛直方向の第2の方向(図5及び図6のY方向)に相対的に回動し、第3ビーム20に対する第2ビーム8の相対的な傾斜角度(図5及び図6のY方向への傾斜角度)が調整される。
なお、アクチュエータ15は、油圧ジャッキ15に限らず、第3ビーム20に対する第2ビーム8の相対的な傾斜角度を調整可能な機能を有するものであればよい。
The actuator 15 is, for example, a hydraulic jack 15, the cylinder 16 is rotatably connected to the beam body 21 side of the third beam 20, and the tip end of the rod 17 is connected to the second beam 8 via the connection fitting 18. It is rotatably connected to the beam body 9 side. By operating the hydraulic jack 15 by operating the drive source to expand and contract the rod 17, the second beam 8 and the third beam 20 have the vertical direction around the axis of the connection pin 12 of the second connection mechanism 19. 2 relative to the third beam 20 (Y direction in FIGS. 5 and 6) and the relative inclination angle of the second beam 8 with respect to the third beam 20 (inclination angle in the Y direction in FIGS. 5 and 6). Is adjusted.
The actuator 15 is not limited to the hydraulic jack 15, and may be any actuator that has a function capable of adjusting the relative inclination angle of the second beam 8 with respect to the third beam 20.

次に、上記のように構成した本発明による吊り治具1の作用について説明する。
まず、図1及び図2に示すように、吊り治具1の第1ビーム3の各ワイヤ取付け部5にそれぞれシャックル等の連結金具を介してワイヤ7を取り付け、各ワイヤ7をクレーンのフック(図示せず)に掛着させ、第3ビーム20の吊り下げアーム23に複数本のワイヤ25をシャックル等の連結金具を介して取り付け、ワイヤ25に鉄筋籠等の被吊り下げ体30を取り付ける。
Next, the operation of the hanging jig 1 according to the present invention configured as described above will be described.
First, as shown in FIG.1 and FIG.2, the wire 7 is attached to each wire attaching part 5 of the 1st beam 3 of the hanging jig 1 via connecting fittings, such as a shackle, respectively, and each wire 7 is attached to the hook ( A plurality of wires 25 are attached to the suspension arm 23 of the third beam 20 via a connecting fitting such as a shackle, and a suspended body 30 such as a reinforcing bar rod is attached to the wire 25.

そして、クレーンを操作して吊り治具1を介して被吊り下げ体30を吊り上げ、この状態で被吊り下げ体30を地盤の掘削溝(図示せず)の上方に搬送し、その位置においてクレーンを操作して被吊り下げ体30を下降させて掘削溝内に設置する。   Then, the crane 30 is operated to lift the suspended body 30 via the suspension jig 1, and in this state, the suspended body 30 is transported above a ground excavation groove (not shown), and at that position, the crane To lower the suspended body 30 and install it in the excavation groove.

この場合、被吊り下げ体30の重心の位置が中心からずれた位置にある場合には、図7〜図8に示すように、被吊り下げ体30が傾いた状態となるので、被吊り下げ体30の傾きの方向に応じて第1傾斜角度調整手段14又は第2傾斜角度調整手段26を作動させ、被吊り下げ体30の重心の位置がクレーンのフックの吊り点35を通る鉛直線上に位置するように調整する。   In this case, when the position of the center of gravity of the suspended body 30 is shifted from the center, the suspended body 30 is inclined as shown in FIGS. The first inclination angle adjusting means 14 or the second inclination angle adjusting means 26 is operated according to the inclination direction of the body 30, and the position of the center of gravity of the suspended body 30 is on a vertical line passing through the hanging point 35 of the crane hook. Adjust to position.

具体的には、図4及び図7に示すように、重心の位置が被吊り下げ体30の中心よりも図中右方向にずれている場合には、第1傾斜角度調整手段14を作動させて、油圧ジャッキ15のロッド17を伸ばし、第2ビーム8に対して第1ビーム3を図中矢印方向に相対的に回動させ、第2ビーム8に対する第1ビーム3の図中矢印方向への相対的な傾斜角度を調整し、被吊り下げ体30の重心をクレーンのフックの吊り点35を通る鉛直線上に位置させる。このようにして、被吊り下げ体30の重心をクレーンのフックの吊り点35を通る鉛直線上に位置させることにより、被吊り下げ体30の面内方向の傾きを調整することができ、被吊り下げ体30を水平に保った状態で吊り下げることができる。   Specifically, as shown in FIGS. 4 and 7, when the position of the center of gravity is shifted to the right in the drawing from the center of the suspended body 30, the first inclination angle adjusting means 14 is operated. Then, the rod 17 of the hydraulic jack 15 is extended, the first beam 3 is rotated relative to the second beam 8 in the arrow direction in the figure, and the first beam 3 with respect to the second beam 8 is moved in the arrow direction in the figure. The center of gravity of the suspended body 30 is positioned on a vertical line passing through the hanging point 35 of the crane hook. Thus, by positioning the center of gravity of the suspended body 30 on the vertical line passing through the hanging point 35 of the crane hook, the in-plane inclination of the suspended body 30 can be adjusted, and the suspended body 30 can be suspended. The suspended body 30 can be suspended while being kept horizontal.

従って、被吊り下げ体30として重心の位置が中心からずれている鉄筋籠30を用いても、鉄筋籠30を地盤の掘削溝内に設置する際に、鉄筋籠30が掘削溝の内面に接触するようなことはなく、鉄筋籠30を掘削溝内の所定の位置に設置することができる。   Therefore, even if the reinforcing bar 30 whose center of gravity is shifted from the center is used as the suspended body 30, the reinforcing bar 30 contacts the inner surface of the excavation groove when the reinforcing bar 30 is installed in the excavation groove of the ground. There is no such thing, and the reinforcing bar 30 can be installed at a predetermined position in the excavation groove.

また、図3及び図8に示すように、重心の位置が被吊り下げ体30の中心よりも図中左方向にずれている場合には、第1傾斜角度調整手段14を作動させて、油圧ジャッキ15のロッド17を縮ませることにより、第2ビーム8に対して第1ビーム3を図中矢印方向に相対的に回動させ、第2ビーム8に対する第1ビーム3の図中矢印方向への相対的な傾斜角度を調整し、被吊り下げ体30の重心をクレーンのフックの吊り点35を通る鉛直線上に位置させる。このようにして、被吊り下げ体30の重心をクレーンのフックの吊り点35を通る鉛直線上に位置させることにより、被吊り下げ体30の面内方向の傾きを調整することができ、被吊り下げ体30を水平に保った状態で吊り下げることができる。   Further, as shown in FIGS. 3 and 8, when the position of the center of gravity is shifted to the left in the figure from the center of the suspended body 30, the first inclination angle adjusting means 14 is operated to operate the hydraulic pressure. By contracting the rod 17 of the jack 15, the first beam 3 is rotated relative to the second beam 8 in the direction of the arrow in the figure, and the first beam 3 with respect to the second beam 8 in the direction of the arrow in the figure. The center of gravity of the suspended body 30 is positioned on a vertical line passing through the hanging point 35 of the crane hook. Thus, by positioning the center of gravity of the suspended body 30 on the vertical line passing through the hanging point 35 of the crane hook, the in-plane inclination of the suspended body 30 can be adjusted, and the suspended body 30 The suspended body 30 can be suspended while being kept horizontal.

従って、被吊り下げ体30として重心の位置が中心からずれている鉄筋籠30を用いても、鉄筋籠30を地盤の掘削溝内に設置する際に、鉄筋籠30が掘削溝の内面に接触するようなことはなく、鉄筋籠30を掘削溝内の所定の位置に設置することができる。   Therefore, even if the reinforcing bar 30 whose center of gravity is shifted from the center is used as the suspended body 30, the reinforcing bar 30 contacts the inner surface of the excavation groove when the reinforcing bar 30 is installed in the excavation groove of the ground. There is no such thing, and the reinforcing bar 30 can be installed at a predetermined position in the excavation groove.

さらに、図6及び図9に示すように、重心の位置が被吊り下げ体30の図中左方向(厚み方向の後ろ方向)にずれている場合には、第2傾斜角度調整手段26を作動させて、油圧ジャッキ15のロッド17を伸ばし、第3ビーム20に対して第2ビーム8を図中矢印方向に相対的に回動させ、第3ビーム20に対する第2ビーム8の図中矢印方向への相対的な傾斜角度を調整し、被吊り下げ体30の重心をクレーンのフックの吊り点35を通る鉛直線上に位置させる。このようにして、被吊り下げ体30の重心をクレーンのフックの吊り点35を通る鉛直線上に位置させることにより、被吊り下げ体30の面外方向の傾きを調整することができ、被吊り下げ体30を水平に保った状態で吊り下げることができる。   Further, as shown in FIGS. 6 and 9, when the position of the center of gravity is shifted in the left direction of the suspended body 30 in the drawing (backward direction in the thickness direction), the second inclination angle adjusting means 26 is operated. Then, the rod 17 of the hydraulic jack 15 is extended, the second beam 8 is rotated relative to the third beam 20 in the direction of the arrow in the figure, and the second beam 8 relative to the third beam 20 in the direction of the arrow in the figure. The center of gravity of the suspended body 30 is positioned on a vertical line passing through the hanging point 35 of the crane hook. Thus, by positioning the center of gravity of the suspended body 30 on the vertical line passing through the suspension point 35 of the crane hook, the inclination of the suspended body 30 in the out-of-plane direction can be adjusted. The suspended body 30 can be suspended while being kept horizontal.

従って、被吊り下げ体30として重心の位置が中心からずれている鉄筋籠30を用いても、鉄筋籠30を地盤の掘削溝内に設置する際に、鉄筋籠30が掘削溝の内面に接触するようなことはなく、鉄筋籠30を掘削溝内の所定の位置に設置することができる。   Therefore, even if the reinforcing bar 30 whose center of gravity is shifted from the center is used as the suspended body 30, the reinforcing bar 30 contacts the inner surface of the excavation groove when the reinforcing bar 30 is installed in the excavation groove of the ground. There is no such thing, and the reinforcing bar 30 can be installed at a predetermined position in the excavation groove.

さらに、図5及び図10に示すように、重心の位置が被吊り下げ体30の図中右方向(厚み方向の前方向)にずれている場合には、第2傾斜角度調整手段26を作動させて、油圧ジャッキ15のロッド17を縮ませ、第3ビーム20に対して第2ビーム8を図中矢印方向に相対的に回動させ、第3ビーム20に対する第2ビーム8の図中矢印方向への相対的な傾斜角度を調整し、被吊り下げ体30の重心をクレーンのフックの吊り点35を通る鉛直線上に位置させる。このようにして、被吊り下げ体30の重心をクレーンのフックの吊り点35を通る鉛直線上に位置させることにより、被吊り下げ体30の面外方向の傾きを調整することができ、被吊り下げ体30を水平に保った状態で吊り下げることができる。   Further, as shown in FIGS. 5 and 10, when the position of the center of gravity is shifted to the right of the suspended body 30 in the drawing (the forward direction in the thickness direction), the second inclination angle adjusting means 26 is activated. Then, the rod 17 of the hydraulic jack 15 is contracted, the second beam 8 is rotated relative to the third beam 20 in the direction of the arrow in the figure, and the arrow in the figure of the second beam 8 with respect to the third beam 20. The relative inclination angle to the direction is adjusted, and the center of gravity of the suspended body 30 is positioned on the vertical line passing through the hanging point 35 of the hook of the crane. Thus, by positioning the center of gravity of the suspended body 30 on the vertical line passing through the suspension point 35 of the crane hook, the inclination of the suspended body 30 in the out-of-plane direction can be adjusted. The suspended body 30 can be suspended while being kept horizontal.

従って、被吊り下げ体30として重心の位置が中心からずれている鉄筋籠30を用いても、鉄筋籠30を地盤の掘削溝内に設置する際に、鉄筋籠30が掘削溝の内面に接触するようなことはなく、鉄筋籠30を掘削溝内の所定の位置に設置することができる。   Therefore, even if the reinforcing bar 30 whose center of gravity is shifted from the center is used as the suspended body 30, the reinforcing bar 30 contacts the inner surface of the excavation groove when the reinforcing bar 30 is installed in the excavation groove of the ground. There is no such thing, and the reinforcing bar 30 can be installed at a predetermined position in the excavation groove.

上記のように構成した本実施の形態による吊り治具1にあっては、第1ビーム3、第2ビーム8、及び第3ビーム20からなる多段支持体2と、第1ビーム3と第2ビーム8とを相対的に回動自在に連結する第1連結機構11と、第2ビーム8と第3ビーム20とを相対的に回動自在に連結する第2連結機構19と、第1ビーム3の第2ビーム8に対する相対的な傾斜角度を調整する第1傾斜角度調整手段14と、第2ビーム8の第3ビーム20に対する相対的な傾斜角度を調整する第2傾斜角度調整手段26とからなる簡単な構造のものであるので、メンテナンスが容易であるとともに、製作が容易で製作費を安く抑えることができる。   In the hanging jig 1 according to the present embodiment configured as described above, the multistage support 2 including the first beam 3, the second beam 8, and the third beam 20, the first beam 3, and the second beam. A first coupling mechanism 11 that couples the beam 8 relatively rotatably, a second coupling mechanism 19 that couples the second beam 8 and the third beam 20 relatively pivotably, and a first beam. First tilt angle adjusting means 14 for adjusting the relative tilt angle of the second beam 8 with respect to the second beam 8, and second tilt angle adjusting means 26 for adjusting the relative tilt angle of the second beam 8 with respect to the third beam 20. Therefore, the maintenance is easy and the production is easy and the production cost can be reduced.

また、被吊り下げ体30の重心の位置を調整するために重り等を負荷する必要がないので、必要以上のものを載せることによって必要以上に強度を高める必要がなく、小型化を図ることができる。   Further, since it is not necessary to load a weight or the like in order to adjust the position of the center of gravity of the suspended body 30, it is not necessary to increase the strength more than necessary by placing more than necessary, and miniaturization can be achieved. it can.

さらに、第1傾斜角度調整手段14と第2傾斜角度調整手段26との協働により、重心が中心部からずれた位置に位置している複雑な形状の被吊り下げ体30であって、面内方向及び面外方向の傾きを調整して、水平を保った状態に吊り下げることができるので、各種の被吊り下げ体30の吊り下げに適用することができ、汎用性を高めることができる。   Furthermore, the first suspension angle adjusting means 14 and the second inclination angle adjusting means 26 cooperate to suspend the object 30 having a complicated shape in which the center of gravity is located at a position shifted from the center portion. Since it can be suspended in a state in which it is kept horizontal by adjusting the inward and out-of-plane inclinations, it can be applied to the suspension of various suspended bodies 30, and versatility can be improved. .

なお、上記の実施の形態においては、上段と中段の傾斜方向と、中段と下段の傾斜方向とを直交させて、被吊り下げ体30の面内方向及び面外方向の両方向の傾きを修正できるように構成したが、何れか一方の傾きのみを修正すればよい場合には2段に構成してもよいし、4段以上に構成して傾きの修正量を大きくしてもよい。
また、上記の説明においては、クレーンのフックにワイヤ7を介して吊り治具1を吊り下げた例を示したが、クレーン以外の揚重手段に吊り治具1を吊り下げてもよいし、ワイヤ7の代わりにチェーン等の吊り下げ部材を使用してもよい。
In the above embodiment, the inclination in both the in-plane direction and the out-of-plane direction of the suspended body 30 can be corrected by making the upper and middle inclination directions orthogonal to the middle and lower inclination directions. However, if only one of the slopes needs to be corrected, it may be configured in two stages, or may be configured in four or more stages to increase the amount of correction of the tilt.
In the above description, the example in which the hanging jig 1 is suspended from the crane hook via the wire 7 is shown. However, the hanging jig 1 may be suspended from a lifting means other than the crane. A hanging member such as a chain may be used instead of the wire 7.

本発明による吊り治具の一実施の形態の全体を示した正面図である。It is the front view which showed the whole one Embodiment of the hanging jig by this invention. 図1の側面図である。It is a side view of FIG. 図1の吊り治具の第1ビームを傾斜させた状態を示した正面図である。It is the front view which showed the state which inclined the 1st beam of the hanging jig | tool of FIG. 図1の吊り治具の第1ビームを傾斜させた状態を示した正面図である。It is the front view which showed the state which inclined the 1st beam of the hanging jig | tool of FIG. 図1の吊り治具の第2ビームを傾斜させた状態を示した側面図である。It is the side view which showed the state which inclined the 2nd beam of the hanging jig | tool of FIG. 図1の吊り治具の第2ビームを傾斜させた状態を示した側面図である。It is the side view which showed the state which inclined the 2nd beam of the hanging jig | tool of FIG. 本発明による吊り治具の動作を示した概略図であって、第1ビームを傾斜させた状態を示した概略図である。It is the schematic which showed operation | movement of the hanging jig by this invention, Comprising: It is the schematic which showed the state which inclined the 1st beam. 本発明による吊り治具の動作を示した概略図であって、第1ビームを傾斜させた状態を示した概略正面図である。It is the schematic which showed operation | movement of the hanging jig by this invention, Comprising: It is the schematic front view which showed the state which inclined the 1st beam. 本発明による吊り治具の動作を示した概略図であって、第2ビームを傾斜させた状態を示した概略正面図である。It is the schematic which showed operation | movement of the hanging jig by this invention, Comprising: It is the schematic front view which showed the state which inclined the 2nd beam. 本発明による吊り治具の動作を示した概略図であって、第2ビームを傾斜させた状態を示した概略側面図である。It is the schematic which showed operation | movement of the hanging jig by this invention, Comprising: It is the schematic side view which showed the state which inclined the 2nd beam.

符号の説明Explanation of symbols

1 吊り治具 2 多段支持体
3 第1ビーム 4、9、21 ビーム本体
5 ワイヤ取付け部 5a 取付け用孔
6、10、13、22 支持部 7、25 ワイヤ
8 第2ビーム 11 第1連結機構
12 連結ピン 14 第1傾斜角度調整手段
15 アクチュエータ(油圧ジャッキ) 16 シリンダ
17 ロッド 18 連結金具
19 第2連結機構 20 第3ビーム
23 吊り下げアーム 24 吊り下げ用の孔
26 第2傾斜角度調整手段 30 被吊り下げ体
35 吊り点
DESCRIPTION OF SYMBOLS 1 Suspension jig 2 Multistage support body 3 1st beam 4, 9, 21 Beam main body 5 Wire attachment part 5a Attachment hole 6, 10, 13, 22 Support part 7, 25 Wire 8 Second beam 11 1st connection mechanism 12 Connecting pin 14 First tilt angle adjusting means 15 Actuator (hydraulic jack) 16 Cylinder 17 Rod 18 Connecting bracket 19 Second connecting mechanism 20 Third beam 23 Suspension arm 24 Suspension hole 26 Second tilt angle adjusting means 30 Covered Hanging body 35 Hanging point

Claims (4)

上下方向に多段に設けられた複数の支持体からなり、最上位に位置する支持体が吊り下げられ、最下位に位置する支持体に被吊り下げ体が吊り下げられる多段支持体と、隣接する下位の支持体に対して上位の支持体を一方向に相対的に傾斜可能に連結する連結機構と、隣接する下位の支持体に対して上位の支持体を相対的に傾斜させる傾斜角度調整手段とを備えていることを特徴とする吊り治具。   Consisting of a plurality of supports provided in multiple stages in the vertical direction, the support located at the uppermost position is suspended, and the support to be suspended is suspended from the support located at the lowest position. A connecting mechanism for connecting the upper support to the lower support so as to be relatively tiltable in one direction, and an inclination angle adjusting means for relatively tilting the upper support with respect to the adjacent lower support And a hanging jig characterized by comprising: 前記多段支持体は3段に形成されており、中位に位置する支持体に対して最上位に位置する支持体が前記連結機構を介して第1の方向に相対的に傾斜可能に連結され、
最下位に位置する支持体に対して中位に位置する支持体が前記連結機構を介して前記第1の方向と直交する第2の方向に相対的に傾斜可能に連結され、
前記中位の支持体と前記最上位の支持体との間、及び前記最下位の支持体と前記中位の支持体との間にそれぞれ前記傾斜角度調整手段が設けられていることを特徴とする請求項1に記載の吊り治具。
The multi-stage support is formed in three stages, and the support positioned at the uppermost position is connected to the support positioned at the middle position so as to be relatively tiltable in the first direction via the connection mechanism. ,
The support located in the middle with respect to the support located at the lowest position is connected to the second direction orthogonal to the first direction via the connection mechanism so as to be tiltable.
The inclination angle adjusting means is provided between the middle support and the uppermost support, and between the lowest support and the middle support, respectively. The hanging jig according to claim 1.
前記傾斜角度調整手段は油圧ジャッキであることを特徴とする請求項1又は2に記載の吊り治具。   The hanging jig according to claim 1 or 2, wherein the inclination angle adjusting means is a hydraulic jack. 重心が中心部からずれた位置に位置する被吊り下げ体の傾き調整方法であって、
上下方向に多段に設けられた複数の支持体からなり、最上位に位置する支持体が吊り下げられ、最下位に位置する支持体に被吊り下げ体が吊り下げられる多段支持体と、隣接する下位の支持体に対して上位の支持体を一方向に相対的に傾斜可能に連結する連結機構と、隣接する下位の支持体に対して上位の支持体を相対的に傾斜させる傾斜角度調整手段とを備えた吊り治具を用い、
前記多段支持体の最下位の支持体に被吊り下げ体を吊り下げ、該被吊り下げ体の重心の位置に応じて、前記傾斜角度調整手段を作動させて、下位に位置する支持体に対する上位に位置する支持体の相対的な傾斜角度を調整し、前記被吊り下げ体の重心を吊り点を通る鉛直線上に位置させることを特徴とする被吊り下げ体の傾き調整方法。

It is a method for adjusting the inclination of the suspended body located at a position where the center of gravity deviates from the center,
Consisting of a plurality of supports provided in multiple stages in the vertical direction, the support located at the uppermost position is suspended, and the support to be suspended is suspended from the support located at the lowest position. A connecting mechanism for connecting the upper support to the lower support so as to be relatively tiltable in one direction, and an inclination angle adjusting means for relatively tilting the upper support with respect to the adjacent lower support Using a hanging jig equipped with
The suspended body is suspended from the lowest support of the multistage support, and the inclination angle adjusting means is operated according to the position of the center of gravity of the suspended body, so that the upper position relative to the lower support A method of adjusting the inclination of the suspended body, wherein the relative inclination angle of the support body positioned at the position is adjusted, and the center of gravity of the suspended body is positioned on a vertical line passing through the suspension point.

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KR20160018929A (en) * 2014-08-07 2016-02-18 두산중공업 주식회사 Plant products moving apparatus
JP2020029335A (en) * 2018-08-22 2020-02-27 鹿島建設株式会社 Hanging tool, hanging posture control device, and hanging posture control method
CN112392238A (en) * 2020-11-25 2021-02-23 郭芳芳 Auxiliary adjusting device for mounting prefabricated stairway
CN113622643A (en) * 2021-08-09 2021-11-09 山东省建设建工(集团)有限责任公司 Suspension combined assembly type super high-rise building cantilever structure and construction method
CN114368670A (en) * 2022-01-17 2022-04-19 三一重工股份有限公司 Floating lifting appliance and battery replacing equipment

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JPH01275398A (en) * 1988-04-27 1989-11-06 Hitachi Ltd Device for tilting suspender in bilateral direction
JPH02212258A (en) * 1989-02-13 1990-08-23 Mitsui Miike Mach Co Ltd Position minute adjustor

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20160018929A (en) * 2014-08-07 2016-02-18 두산중공업 주식회사 Plant products moving apparatus
KR101662893B1 (en) * 2014-08-07 2016-10-06 두산중공업 주식회사 Plant products moving apparatus
JP2020029335A (en) * 2018-08-22 2020-02-27 鹿島建設株式会社 Hanging tool, hanging posture control device, and hanging posture control method
JP7093076B2 (en) 2018-08-22 2022-06-29 鹿島建設株式会社 Suspension jig, suspension attitude control device and suspension attitude control method
CN112392238A (en) * 2020-11-25 2021-02-23 郭芳芳 Auxiliary adjusting device for mounting prefabricated stairway
CN112392238B (en) * 2020-11-25 2022-07-29 郭芳芳 Auxiliary adjusting device for mounting prefabricated stairway
CN113622643A (en) * 2021-08-09 2021-11-09 山东省建设建工(集团)有限责任公司 Suspension combined assembly type super high-rise building cantilever structure and construction method
CN114368670A (en) * 2022-01-17 2022-04-19 三一重工股份有限公司 Floating lifting appliance and battery replacing equipment

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