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JP7558832B2 - Lifting device and method for constructing lifting device - Google Patents
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JP7558832B2 - Lifting device and method for constructing lifting device - Google Patents

Lifting device and method for constructing lifting device Download PDF

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JP7558832B2
JP7558832B2 JP2021016308A JP2021016308A JP7558832B2 JP 7558832 B2 JP7558832 B2 JP 7558832B2 JP 2021016308 A JP2021016308 A JP 2021016308A JP 2021016308 A JP2021016308 A JP 2021016308A JP 7558832 B2 JP7558832 B2 JP 7558832B2
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elevated structure
rail portion
connecting member
lifting device
surface side
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JP2022119303A (en
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和也 崎谷
達彦 池田
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Oriental Shiraishi Corp
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Description

本発明は、揚重装置及び揚重装置の施工方法に関する。 The present invention relates to a lifting device and a method for installing the lifting device.

通常、既設高架橋の桁下空間に主版補強用や主版取替用の支保工を設置する際には、移動式クレーンを用いて資材の揚重を行う。しかしながら、桁下空間が十分に確保できない場所では、移動式クレーンのブームが既設高架橋に接触してしまうことから、移動式クレーンが使用できないことがある。 Normally, when installing supports for reinforcing or replacing the main slab in the space under the girders of an existing viaduct, a mobile crane is used to lift the materials. However, in places where there is insufficient space under the girders, the boom of the mobile crane may come into contact with the existing viaduct, making it impossible to use the mobile crane.

従来、構造物の作業のための仮設工事用作業装置として、特許文献1が開示されている。特許文献1の仮設工事用作業装置は、構築物に沿って取付けられるハンガーレールと、このハンガーレールに移動自在に装備された吊持機と、この吊持機によって吊持され、吊持機に対して水平面に沿って回転できる状態で連結されている第2の吊持機と、前記吊持機によって支持されているトラス梁とを備える。 Conventionally, Patent Document 1 discloses a temporary construction work device for working on structures. The temporary construction work device of Patent Document 1 comprises a hanger rail that is attached along the structure, a hoisting machine that is movably mounted on the hanger rail, a second hoisting machine that is suspended by the hoisting machine and is connected to the hoisting machine in a state in which it can rotate along a horizontal plane, and a truss beam that is supported by the hoisting machine.

特開平1-287363号公報Japanese Patent Application Publication No. 1-287363

しかしながら、特許文献1の開示技術では、ハンガーレールが既設の上部支持梁に取り付けられていることから、ハンガーレール等の荷重が上部支持梁の下方へ作用してしまうため、ハンガーレールが落下するおそれ等の安全性に問題があった。 However, in the technology disclosed in Patent Document 1, the hanger rail is attached to an existing upper support beam, so the load of the hanger rail and other components acts downward on the upper support beam, posing safety issues such as the risk of the hanger rail falling.

そこで、本発明は、上述した問題点に鑑みて案出されたものであり、その目的とするところは、高架構造物の高架下空間で資材を揚重することが可能となり、安全性を向上させることが可能となる揚重装置及び揚重装置の施工方法を提供することにある。 The present invention was devised in consideration of the above-mentioned problems, and its purpose is to provide a lifting device and a construction method for the lifting device that makes it possible to lift materials in the space under an elevated structure and improve safety.

本発明に係る揚重装置は、高架構造物の高架下空間で資材を揚重する際に用いられる揚重装置であって、高架構造物の上面側に載置される上部受金具と、高架構造物の下面側に配置されるレール部と、前記上部受金具と前記レール部とを連結する連結部材と、前記レール部に沿って移動可能な揚重機と、を備え、前記上部受金具は、第1高架構造物と、前記第1高架構造物と離間して立設された第2高架構造物と、に架設され、前記連結部材は、前記第1高架構造物と前記第2高架構造物との間に配置されることを特徴とする。
本発明に係る揚重装置は、高架構造物の高架下空間で資材を揚重する際に用いられる揚重装置であって、高架構造物の上面側に載置される上部受金具と、高架構造物の下面側に配置されるレール部と、前記上部受金具と前記レール部とを連結する連結部材と、前記レール部に沿って移動可能な揚重機と、を備え、前記連結部材は、高架構造物の上面側から下面側に貫通された貫通孔に配置されることを特徴とする。
本発明に係る揚重装置は、高架構造物の高架下空間で資材を揚重する際に用いられる揚重装置であって、高架構造物の上面側に載置される上部受金具と、高架構造物の下面側に配置されるレール部と、前記上部受金具と前記レール部とを連結する連結部材と、前記レール部に沿って移動可能な揚重機と、を備え、前記レール部は、高架構造物の下面側に対向して配置される第1板部と、前記第1板部に貫通され、前記第1板部の上面からの突出長さを調整可能な調整部材と、を有することを特徴とする。
The lifting device of the present invention is a lifting device used when lifting materials in the space under an elevated structure, and comprises an upper receiving bracket placed on the upper side of the elevated structure, a rail section arranged on the underside of the elevated structure, a connecting member connecting the upper receiving bracket and the rail section, and a lifting machine movable along the rail section, wherein the upper receiving bracket is erected on a first elevated structure and a second elevated structure erected at a distance from the first elevated structure, and the connecting member is arranged between the first elevated structure and the second elevated structure .
The lifting device of the present invention is a lifting device used when lifting materials in the space under an elevated structure, and comprises an upper receiving bracket placed on the upper side of the elevated structure, a rail section arranged on the underside of the elevated structure, a connecting member connecting the upper receiving bracket and the rail section, and a lifting machine movable along the rail section, wherein the connecting member is arranged in a through hole that penetrates from the upper side to the underside of the elevated structure.
The lifting device of the present invention is a lifting device used when lifting materials in the space under an elevated structure, and comprises an upper receiving bracket placed on the upper side of the elevated structure, a rail section arranged on the underside of the elevated structure, a connecting member connecting the upper receiving bracket and the rail section, and a lifting machine capable of moving along the rail section, wherein the rail section has a first plate section arranged opposite the underside of the elevated structure, and an adjustment member that penetrates the first plate section and is capable of adjusting the protruding length from the upper surface of the first plate section.

本発明に係る揚重装置の施工方法は、高架構造物の上面側に上部受金具を載置し、前記上部受金具と高架構造物の下面側に配置されるレール部とを連結部材により連結する設置工程と、前記レール部に沿って移動可能な揚重機を前記レール部に取り付ける取付工程と、を備え、前記上部受金具は、第1高架構造物と、前記第1高架構造物と離間して立設された第2高架構造物と、に架設され、前記設置工程では、前記第1高架構造物と前記第2高架構造物との間に前記連結部材を配置することを特徴とする。
本発明に係る揚重装置の施工方法は、高架構造物の上面側に上部受金具を載置し、前記上部受金具と高架構造物の下面側に配置されるレール部とを連結部材により連結する設置工程と、前記レール部に沿って移動可能な揚重機を前記レール部に取り付ける取付工程と、を備え、前記設置工程では、高架構造物の上面側から下面側に貫通された貫通孔に前記連結部材を配置することを特徴とする。
本発明に係る揚重装置の施工方法は、高架構造物の上面側に上部受金具を載置し、前記上部受金具と高架構造物の下面側に配置されるレール部とを連結部材により連結する設置工程と、前記レール部に沿って移動可能な揚重機を前記レール部に取り付ける取付工程と、を備え、前記レール部は、高架構造物の下面側に対向して配置される第1板部と、前記第1板部に貫通され、前記第1板部の上面からの突出長さを調整可能な調整部材と、を有し、前記設置工程では、前記調整部材の前記第1板部の上面からの突出長さを調整し、前記調整部材の上端を高架構造物の下面に接触させることを特徴とする。
The construction method of the lifting device of the present invention comprises an installation process in which an upper receiving bracket is placed on the upper side of an elevated structure and a connecting member is used to connect the upper receiving bracket to a rail section arranged on the underside of the elevated structure, and an attachment process in which a lifting machine capable of moving along the rail section is attached to the rail section , wherein the upper receiving bracket is erected on a first elevated structure and a second elevated structure erected at a distance from the first elevated structure, and during the installation process, the connecting member is placed between the first elevated structure and the second elevated structure .
The construction method of the lifting device of the present invention comprises an installation process in which an upper receiving bracket is placed on the upper side of an elevated structure and the upper receiving bracket and a rail section arranged on the underside of the elevated structure are connected with a connecting member, and an attachment process in which a lifting machine movable along the rail section is attached to the rail section, wherein the installation process is characterized in that the connecting member is placed in a through hole that penetrates from the upper side to the underside of the elevated structure.
The construction method of the lifting device of the present invention comprises an installation process in which an upper receiving bracket is placed on the upper surface of an elevated structure and the upper receiving bracket and a rail section arranged on the underside of the elevated structure are connected by a connecting member, and an attachment process in which a lifting machine capable of moving along the rail section is attached to the rail section, wherein the rail section has a first plate section arranged opposite the underside of the elevated structure, and an adjustment member that penetrates the first plate section and is capable of adjusting the protruding length from the upper surface of the first plate section, and the installation process is characterized in that the protruding length of the adjustment member from the upper surface of the first plate section is adjusted and the upper end of the adjustment member is brought into contact with the underside of the elevated structure.

本発明によれば、高架構造物の高架下空間で資材を揚重することが可能となり、安全性を向上させることが可能となる技術を提供できる。 The present invention provides technology that makes it possible to lift materials in the space under an elevated structure, thereby improving safety.

図1は、第1実施形態に係る揚重装置が用いられる高架構造物の一例を示す図である。FIG. 1 is a diagram showing an example of an elevated structure in which a lifting device according to a first embodiment is used. 図2は、第1実施形態に係る揚重装置を拡大して示す図である。FIG. 2 is an enlarged view of the lifting device according to the first embodiment. 図3は、第1実施形態に係る揚重装置の使用方法の一例を示す図である。FIG. 3 is a diagram showing an example of a method of using the lifting device according to the first embodiment. 図4は、第2実施形態に係る揚重装置を拡大して示す図である。FIG. 4 is an enlarged view of a lifting device according to the second embodiment.

以下、実施形態に係る揚重装置及び揚重装置の施工方法について、図面を参照しながら詳細に説明する。 The lifting device and the method for constructing the lifting device according to the embodiment will be described in detail below with reference to the drawings.

<第1実施形態>
第1実施形態に係る揚重装置1は、図1に示すように、橋梁等の高架構造物9の高架下空間で、資材を揚重する際に用いられる。揚重装置1は、高架構造物9の主版93を補強及び取替する際に主版93を保持するための支保工8の組立時や解体時に用いられる。高架構造物9は、第1高架構造物91と、第1高架構造物91と離間して立設された第2高架構造物92と、を有する。揚重装置1は、第1高架構造物91と第2高架構造物92との間に設けられる。
First Embodiment
As shown in Fig. 1, a lifting device 1 according to the first embodiment is used to lift materials in a space below an elevated structure 9 such as a bridge. The lifting device 1 is used during assembly and dismantling of supports 8 for holding a main slab 93 of the elevated structure 9 when reinforcing and replacing the main slab 93. The elevated structure 9 has a first elevated structure 91 and a second elevated structure 92 erected at a distance from the first elevated structure 91. The lifting device 1 is provided between the first elevated structure 91 and the second elevated structure 92.

揚重装置1は、図2に示すように、揚重機5と、揚重機5を高架構造物9に保持する保持部6と、を備える。保持部6は、上部受金具2と、レール部3と、連結部材4と、を有する。 As shown in FIG. 2, the lifting device 1 includes a lifting machine 5 and a holding section 6 that holds the lifting machine 5 to an elevated structure 9. The holding section 6 includes an upper receiving bracket 2, a rail section 3, and a connecting member 4.

上部受金具2は、高架構造物9の上面9a側に載置される。上部受金具2は、第1高架構造物91と第2高架構造物92とに架設される。上部受金具2は、H形鋼や溝形鋼等の鋼材が用いられる。 The upper receiving bracket 2 is placed on the upper surface 9a side of the elevated structure 9. The upper receiving bracket 2 is erected between the first elevated structure 91 and the second elevated structure 92. The upper receiving bracket 2 is made of steel such as H-shaped steel or channel steel.

レール部3は、高架構造物9の下面9b側に配置される。レール部3は、第1板部31と、レール本体部32と、調整部材33と、を有する。 The rail portion 3 is disposed on the underside 9b of the elevated structure 9. The rail portion 3 has a first plate portion 31, a rail body portion 32, and an adjustment member 33.

第1板部31は、鋼板等が用いられ、高架構造物9の下面9bに対向して配置される。第1板部31は、第1高架構造物91と第2高架構造物92とに跨るように配置される。レール本体部32は、アイビーム等が用いられる。 The first plate portion 31 is made of a steel plate or the like and is disposed opposite the underside 9b of the elevated structure 9. The first plate portion 31 is disposed so as to straddle the first elevated structure 91 and the second elevated structure 92. The rail main body portion 32 is made of an I-beam or the like.

調整部材33は、第1板部31に貫通されるボルト等が用いられる。調整部材33は、第1板部31の上面からの突出長さを調整可能であり、調整部材33の上端は、高架構造物9の下面9bに接触される。調整部材33は、レール本体部32を第1板部31に固定する。調整部材33は、連結部材4を挟んで両側に配置される。 The adjustment member 33 is, for example, a bolt that penetrates the first plate portion 31. The adjustment member 33 is capable of adjusting the length of protrusion from the upper surface of the first plate portion 31, and the upper end of the adjustment member 33 is in contact with the lower surface 9b of the elevated structure 9. The adjustment member 33 fixes the rail main body portion 32 to the first plate portion 31. The adjustment members 33 are arranged on both sides of the connecting member 4.

ここで、連結部材4を挟んで両側の高架構造物9の下面9bの高さが異なる場合がある。例えば、第1高架構造物91の下面9bの高さが、第2高架構造物92の下面9bの高さよりも高い位置に配置される。 Here, the height of the undersides 9b of the elevated structures 9 on both sides of the connecting member 4 may differ. For example, the height of the underside 9b of the first elevated structure 91 is positioned higher than the height of the underside 9b of the second elevated structure 92.

連結部材4は、レール部3と揚重機5とを連結するものである。連結部材4は、例えば、高さ方向Zに延びるPC鋼棒等の棒状部材41と、棒状部材41に螺合可能なナット42とにより構成される。連結部材4は、第1高架構造物91と第2高架構造物92との間Sに配置される。 The connecting member 4 connects the rail section 3 and the lifting machine 5. The connecting member 4 is composed of, for example, a rod-shaped member 41 such as a PC steel bar extending in the height direction Z, and a nut 42 that can be screwed onto the rod-shaped member 41. The connecting member 4 is disposed between the first elevated structure 91 and the second elevated structure 92, S.

揚重機5は、資材を揚重可能なものであり、例えば、電動チェーンブロックが用いられる。揚重機5は、レール部3に沿って走行して移動可能なものである。また、揚重機5は、水平方向に回転可能である。 The lifting machine 5 is capable of lifting materials, and for example, an electric chain block is used. The lifting machine 5 is capable of moving by traveling along the rail section 3. The lifting machine 5 is also capable of rotating horizontally.

次に、第1実施形態に係る揚重装置の施工方法について説明する。揚重装置の施工方法は、設置工程と、設置工程の後に行われる取付工程と、を備える。 Next, we will explain the construction method of the lifting device according to the first embodiment. The construction method of the lifting device includes an installation process and an attachment process that is performed after the installation process.

先ず、設置工程では、上部受金具2を高架構造物9の上面9a側に載置する。設置工程では、橋軸直角方向Yに間隔を空けて立設された第1高架構造物91と第2高架構造物92との間に、上部受金具2を架設する。上部受金具2は、橋軸方向Xに複数設けられる。 First, in the installation process, the upper receiving bracket 2 is placed on the upper surface 9a side of the elevated structure 9. In the installation process, the upper receiving bracket 2 is erected between the first elevated structure 91 and the second elevated structure 92, which are erected with a gap between them in the direction perpendicular to the bridge axis Y. Multiple upper receiving brackets 2 are provided in the bridge axis direction X.

そして、設置工程では、高所作業車等を用いて、上部受金具2に連結部材4を設置する。連結部材4は、第1高架構造物91と第2高架構造物92との間に配置される。 In the installation process, the connecting member 4 is installed on the upper bracket 2 using a high-altitude work vehicle or the like. The connecting member 4 is placed between the first elevated structure 91 and the second elevated structure 92.

そして、設置工程では、高所作業車等を用いて、連結部材4にレール部3を設置する。これにより、上部受金具2とレール部3とが連結部材4により連結される。詳細には、設置工程では、高架構造物9の下面9bに対向して第1板部31を配置し、第1板部31を連結部材4に連結する。そして、設置工程では、調整部材33により、レール本体部32を第1板部31に固定する。このとき、調整部材33の第1板部31の上面から突出長さを調整し、調整部材33の上端を高架構造物9の下面9bに接触させる。これにより、レール本体部32を水平に調整することができる。レール部3は、橋軸方向Xに延伸するように順次設ける。 In the installation process, the rail section 3 is installed on the connecting member 4 using a high-altitude work vehicle or the like. As a result, the upper receiving bracket 2 and the rail section 3 are connected by the connecting member 4. In detail, in the installation process, the first plate section 31 is placed facing the lower surface 9b of the elevated structure 9, and the first plate section 31 is connected to the connecting member 4. In the installation process, the rail main body section 32 is fixed to the first plate section 31 by the adjustment member 33. At this time, the protruding length of the adjustment member 33 from the upper surface of the first plate section 31 is adjusted, and the upper end of the adjustment member 33 is brought into contact with the lower surface 9b of the elevated structure 9. This allows the rail main body section 32 to be adjusted horizontally. The rail sections 3 are provided sequentially so as to extend in the bridge axis direction X.

次に、取付工程では、レール本体部32に揚重機5を取り付ける。 Next, in the installation process, the lifting machine 5 is attached to the rail main body 32.

以上により、第1実施形態に係る揚重装置の施工方法が完了する。 This completes the construction method for the lifting device according to the first embodiment.

揚重装置1を用いて支保工8を組み立てる場合には、図3に示すように、資材ヤードにある桁材81を揚重機5により吊り上げて揚重する。そして、支保工8の組み立て箇所まで揚重機5をレール部3に沿って移動させる。そして、揚重機5を水平方向に回転させ、桁材81を設置し、支保工8を組み立てる。 When assembling the shoring 8 using the lifting device 1, as shown in FIG. 3, the girder 81 in the material yard is lifted by the lifting machine 5. The lifting machine 5 is then moved along the rail section 3 to the assembly location of the shoring 8. The lifting machine 5 is then rotated horizontally to install the girder 81 and assemble the shoring 8.

本実施形態によれば、レール部3に沿って移動可能な揚重機5を備える。これにより、高架構造物9の高架下空間で長尺の桁材81等の資材を揚重することが可能となる。 According to this embodiment, a lifting machine 5 that can move along the rail section 3 is provided. This makes it possible to lift materials such as long beams 81 in the space below the elevated structure 9.

本実施形態によれば、高架構造物9の上面9a側に載置される上部受金具2を備える。これにより、レール部3の荷重が作用する上部受金具2を、既設の高架構造物9の下方から支持することができる。このため、レール部3をより安定した状態で保持することができ、安全性を高くすることが可能となる。 According to this embodiment, an upper receiving bracket 2 is provided that is placed on the upper surface 9a side of the elevated structure 9. This allows the upper receiving bracket 2, on which the load of the rail section 3 acts, to be supported from below the existing elevated structure 9. This allows the rail section 3 to be held in a more stable state, making it possible to increase safety.

本実施形態によれば、上部受金具2は、第1高架構造物91と、第1高架構造物91と離間して立設された第2高架構造物92と、に架設され、連結部材4は、第1高架構造物91と第2高架構造物92との間に配置される。これにより、第1高架構造物91と第2高架構造物92とに削孔等の作業を発生させることなく、連結部材4による上部受金具2とレール部3とを短時間で連結することができる。このため、施工時間を短縮化することができる。 According to this embodiment, the upper receiving bracket 2 is installed on the first elevated structure 91 and the second elevated structure 92 that is erected at a distance from the first elevated structure 91, and the connecting member 4 is disposed between the first elevated structure 91 and the second elevated structure 92. This allows the upper receiving bracket 2 and the rail section 3 to be connected by the connecting member 4 in a short time without requiring work such as drilling holes in the first elevated structure 91 and the second elevated structure 92. This allows the construction time to be shortened.

加えて、本実施形態によれば、連結部材4は、第1高架構造物91と第2高架構造物92との間に配置される。これにより、例えば、第1高架構造物91と第2高架構造物92とに車両等が通行する供用中であっても、上部受金具2が車両の通行を阻害することがない。このため、供用中の高架構造物9であっても、交通規制を行うことなく揚重装置1を施工することができる。 In addition, according to this embodiment, the connecting member 4 is disposed between the first elevated structure 91 and the second elevated structure 92. As a result, even when the first elevated structure 91 and the second elevated structure 92 are in service and vehicles are passing between them, the upper receiving bracket 2 does not impede the passage of vehicles. Therefore, even when the elevated structure 9 is in service, the lifting device 1 can be installed without traffic restrictions.

本実施形態によれば、高架構造物9の下面9bに対向して配置される第1板部31と、第1板部31に貫通され、第1板部31の上面からの突出長さを調整可能な調整部材33と、を有する。これにより、第1高架構造物91の下面9bの高さと、第2高架構造物92の下面9bの高さとが異なる場合であっても、調整部材33の突出長さを調整することで、レール部3を水平に調整することが可能となる。 According to this embodiment, there is a first plate portion 31 arranged opposite the underside 9b of the elevated structure 9, and an adjustment member 33 that penetrates the first plate portion 31 and can adjust the length of its protrusion from the upper surface of the first plate portion 31. As a result, even if the height of the underside 9b of the first elevated structure 91 and the height of the underside 9b of the second elevated structure 92 are different, it is possible to adjust the rail portion 3 horizontally by adjusting the protruding length of the adjustment member 33.

本実施形態によれば、調整部材33は、連結部材4を挟んで両側に配置される。これにより、レール部3を水平に調整する作業をより容易に行うことができる。このため、揚重装置1の施工時間を短縮することが可能となる。 According to this embodiment, the adjustment members 33 are placed on both sides of the connecting member 4. This makes it easier to adjust the rail portion 3 horizontally. This makes it possible to shorten the construction time of the lifting device 1.

<第2実施形態>
第2実施形態に係る揚重装置1では、図4に示すように、連結部材4が高架構造物9の上面9a側から下面側に貫通された貫通孔99に配置される。
Second Embodiment
In the lifting device 1 according to the second embodiment, as shown in FIG. 4, the connecting member 4 is disposed in a through hole 99 penetrating from the upper surface 9a side to the lower surface side of the elevated structure 9.

次に、第2実施形態に係る揚重装置の施工方法について説明する。揚重装置の施工方法は、設置工程と、設置工程の後に行われる取付工程と、を備える。 Next, we will explain the construction method of the lifting device according to the second embodiment. The construction method of the lifting device includes an installation process and an attachment process that is performed after the installation process.

先ず、設置工程では、上部受金具を高架構造物9の上面9a側に載置する。上部受金具2は、橋軸方向Xに複数設けられる。 First, in the installation process, the upper receiving bracket is placed on the upper surface 9a of the elevated structure 9. Multiple upper receiving brackets 2 are provided in the bridge axis direction X.

そして、設置工程では、削孔装置を用いて、高架構造物9の上面9a側から下面9b側に向けて貫通孔99を削孔し、貫通孔99に連結部材4を配置し、上部受金具2に連結部材4を設置する。なお、貫通孔99が予め設けられている場合には、削孔作業を行くことなく、当該貫通孔99に連結部材4を配置すればよい。 In the installation process, a through hole 99 is drilled from the upper surface 9a of the elevated structure 9 toward the lower surface 9b using a drilling device, a connecting member 4 is placed in the through hole 99, and the connecting member 4 is installed on the upper receiving bracket 2. Note that if the through hole 99 has been prepared in advance, the connecting member 4 can be placed in the through hole 99 without performing the drilling work.

そして、設置工程では、高所作業車等を用いて、連結部材4にレール部3を設置する。これにより、上部受金具2とレール部3とが連結部材4により連結される。詳細は、第1実施形態と同様のため、省略する。 In the installation process, the rail section 3 is installed on the connecting member 4 using a high-altitude work vehicle or the like. This connects the upper receiving bracket 2 and the rail section 3 with the connecting member 4. Details are omitted as they are the same as in the first embodiment.

次に、取付工程では、第1実施形態と同様に、レール本体部32に揚重機5を取り付ける。 Next, in the installation process, the lifting machine 5 is attached to the rail main body 32, similar to the first embodiment.

以上により、第2実施形態に係る揚重装置の施工方法が完了する。 This completes the construction method for the lifting device according to the second embodiment.

本実施形態によれば、連結部材4は、高架構造物9の上面9a側から下面9b側に貫通された貫通孔99に配置される。これにより、貫通孔99を削孔する位置に応じて、高架構造物9の上面9a側に載置する上部受金具2の位置を設定することができる。このため、揚重装置1の施工の自由度を高くすることができる。 According to this embodiment, the connecting member 4 is placed in a through hole 99 that penetrates from the upper surface 9a side to the lower surface 9b side of the elevated structure 9. This allows the position of the upper support bracket 2 placed on the upper surface 9a side of the elevated structure 9 to be set according to the position where the through hole 99 is drilled. This allows for a high degree of freedom in the construction of the lifting device 1.

以上、この発明の実施形態を説明したが、この実施形態は例として提示したものであり、発明の範囲を限定することは意図していない。また、上記の実施形態は、この発明の要旨を逸脱しない範囲で、種々の省略、置き換え、変更が可能である。このような新規な形態や変形は、この発明の範囲や要旨に含まれるとともに、特許請求の範囲に記載された発明、及び特許請求の範囲に記載された発明の均等物の範囲に含まれる。 Although an embodiment of the present invention has been described above, this embodiment is presented as an example and is not intended to limit the scope of the invention. Furthermore, the above embodiment can be variously omitted, substituted, or modified without departing from the gist of the invention. Such novel forms and modifications are included within the scope and gist of the invention, as well as within the scope of the invention described in the claims, and equivalents of the invention described in the claims.

1 :揚重装置
2 :上部受金具
3 :レール部
31 :第1板部
32 :レール本体部
33 :調整部材
4 :連結部材
5 :揚重機
6 :保持部
8 :支保工
81 :桁材
9 :高架構造物
9a :上面
9b :下面
91 :第1高架構造物
92 :第2高架構造物
93 :主版
99 :貫通孔
X :橋軸方向
Y :橋軸直角方向
Z :高さ方向
1: Lifting device 2: Upper support bracket 3: Rail section 31: First plate section 32: Rail body section 33: Adjustment member 4: Connection member 5: Lifting machine 6: Holding section 8: Support 81: Beam 9: Elevated structure 9a: Upper surface 9b: Lower surface 91: First elevated structure 92: Second elevated structure 93: Main slab 99: Through hole X: Bridge axis direction Y: Direction perpendicular to the bridge axis Z: Height direction

Claims (7)

高架構造物の高架下空間で資材を揚重する際に用いられる揚重装置であって、
高架構造物の上面側に載置される上部受金具と、
高架構造物の下面側に配置されるレール部と、
前記上部受金具と前記レール部とを連結する連結部材と、
前記レール部に沿って移動可能な揚重機と、を備え
前記上部受金具は、第1高架構造物と、前記第1高架構造物と離間して立設された第2高架構造物と、に架設され、
前記連結部材は、前記第1高架構造物と前記第2高架構造物との間に配置されること
を特徴とする揚重装置。
A lifting device used to lift materials in the space under an elevated structure,
An upper support bracket placed on the upper surface side of the elevated structure;
A rail portion disposed on the underside of an elevated structure;
A connecting member that connects the upper receiving metal fitting and the rail portion;
A lifting machine movable along the rail portion ,
The upper receiving bracket is installed on a first elevated structure and a second elevated structure erected at a distance from the first elevated structure,
A lifting device according to claim 1, wherein the connecting member is disposed between the first elevated structure and the second elevated structure .
高架構造物の高架下空間で資材を揚重する際に用いられる揚重装置であって、
高架構造物の上面側に載置される上部受金具と、
高架構造物の下面側に配置されるレール部と、
前記上部受金具と前記レール部とを連結する連結部材と、
前記レール部に沿って移動可能な揚重機と、を備え
前記連結部材は、高架構造物の上面側から下面側に貫通された貫通孔に配置されること
を特徴とする揚重装置。
A lifting device used to lift materials in the space under an elevated structure,
An upper support bracket placed on the upper surface side of the elevated structure;
A rail portion disposed on the underside of an elevated structure;
A connecting member that connects the upper receiving metal fitting and the rail portion;
A lifting machine movable along the rail portion ,
A lifting device characterized in that the connecting member is disposed in a through hole penetrating from the upper surface side to the lower surface side of an elevated structure .
高架構造物の高架下空間で資材を揚重する際に用いられる揚重装置であって、
高架構造物の上面側に載置される上部受金具と、
高架構造物の下面側に配置されるレール部と、
前記上部受金具と前記レール部とを連結する連結部材と、
前記レール部に沿って移動可能な揚重機と、を備え、
前記レール部は、
高架構造物の下面側に対向して配置される第1板部と、
前記第1板部に貫通され、前記第1板部の上面からの突出長さを調整可能な調整部材
と、を有すること
を特徴とする揚重装置。
A lifting device used to lift materials in the space under an elevated structure,
An upper support bracket placed on the upper surface side of the elevated structure;
A rail portion disposed on the underside of an elevated structure;
A connecting member that connects the upper receiving metal fitting and the rail portion;
A lifting machine movable along the rail portion,
The rail portion is
A first plate portion disposed opposite to the underside of the elevated structure;
An adjustment member that is inserted through the first plate portion and is capable of adjusting a length of protrusion from an upper surface of the first plate portion.
A lifting device comprising :
前記調整部材は、前記連結部材を挟んで両側に配置されること
を特徴とする請求項記載の揚重装置。
The lifting device according to claim 3 , wherein the adjustment members are arranged on both sides of the connecting member.
高架構造物の上面側に上部受金具を載置し、前記上部受金具と高架構造物の下面側に配置されるレール部とを連結部材により連結する設置工程と、
前記レール部に沿って移動可能な揚重機を前記レール部に取り付ける取付工程と、を備え
前記上部受金具は、第1高架構造物と、前記第1高架構造物と離間して立設された第2高架構造物と、に架設され、
前記設置工程では、前記第1高架構造物と前記第2高架構造物との間に前記連結部材を配置すること
を特徴とする揚重装置の施工方法。
an installation process in which an upper receiving bracket is placed on the upper surface side of an elevated structure and the upper receiving bracket and a rail portion disposed on the lower surface side of the elevated structure are connected to each other by a connecting member;
and an attachment step of attaching a lifting machine movable along the rail portion to the rail portion ,
The upper receiving bracket is installed on a first elevated structure and a second elevated structure erected at a distance from the first elevated structure,
A method for constructing a lifting device, wherein in the installation step, the connecting member is disposed between the first elevated structure and the second elevated structure .
高架構造物の上面側に上部受金具を載置し、前記上部受金具と高架構造物の下面側に配置されるレール部とを連結部材により連結する設置工程と、
前記レール部に沿って移動可能な揚重機を前記レール部に取り付ける取付工程と、を備え
前記設置工程では、高架構造物の上面側から下面側に貫通された貫通孔に前記連結部材を配置すること
を特徴とする揚重装置の施工方法。
an installation process in which an upper receiving bracket is placed on the upper surface side of an elevated structure and the upper receiving bracket and a rail portion disposed on the lower surface side of the elevated structure are connected to each other by a connecting member;
and an attachment step of attaching a lifting machine movable along the rail portion to the rail portion ,
The installation step comprises arranging the connecting member in a through hole extending from the upper surface side to the lower surface side of an elevated structure .
高架構造物の上面側に上部受金具を載置し、前記上部受金具と高架構造物の下面側に配置されるレール部とを連結部材により連結する設置工程と、
前記レール部に沿って移動可能な揚重機を前記レール部に取り付ける取付工程と、を備え
前記レール部は、
高架構造物の下面側に対向して配置される第1板部と、
前記第1板部に貫通され、前記第1板部の上面からの突出長さを調整可能な調整部材
と、を有し、
前記設置工程では、前記調整部材の前記第1板部の上面からの突出長さを調整し、前記調整部材の上端を高架構造物の下面に接触させること
を特徴とする揚重装置の施工方法。
an installation process in which an upper receiving bracket is placed on the upper surface side of an elevated structure and the upper receiving bracket and a rail portion disposed on the lower surface side of the elevated structure are connected to each other by a connecting member;
and an attachment step of attaching a lifting machine movable along the rail portion to the rail portion ,
The rail portion is
A first plate portion disposed opposite to the underside of the elevated structure;
An adjustment member that is inserted through the first plate portion and is capable of adjusting a length of protrusion from an upper surface of the first plate portion.
and
The installation step includes adjusting a protruding length of the adjustment member from an upper surface of the first plate portion, and bringing an upper end of the adjustment member into contact with an underside of an elevated structure .
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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