JP2021063386A - Lifting device of steel frame - Google Patents

Lifting device of steel frame Download PDF

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JP2021063386A
JP2021063386A JP2019188959A JP2019188959A JP2021063386A JP 2021063386 A JP2021063386 A JP 2021063386A JP 2019188959 A JP2019188959 A JP 2019188959A JP 2019188959 A JP2019188959 A JP 2019188959A JP 2021063386 A JP2021063386 A JP 2021063386A
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piece
hanging
steel frame
receiving piece
jig
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JP6857700B1 (en
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正己 石原
Masami Ishihara
正己 石原
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Abstract

To provide a lifting device of a steel frame capable of carrying out high-work of separating a suspending jig and the steel frame with safe light work and lowering the height of a receiving piece welded to the steel frame, when assembling the steel frame at a site.SOLUTION: A lifting device of a steel frame configures a suspending jig TJ with a suspending piece 2 which includes a fitting groove KM fitted to a receiving piece 1, a doubling plate 4 for supporting one face of the suspending piece 2, a fixing plate 5 fitted into the suspending piece 2 from an upward direction within a fixed fitting groove KM 6B opened extending upward from a lower part, a pressing plate 3A for supporting the other face of the suspending piece 2, a bolt B inserted into a hole opened at the doubling plate 4, the suspending piece 2, and the pressing plate 3A, and a nut B for fastening in a state where the bolt B is inserted. The nut N is fastened after coupling the receiving piece 1 welded to a steel frame G and the suspending piece 2 of the suspending jig TJ to fix the receiving piece 1 and the suspending jig TJ.SELECTED DRAWING: Figure 1

Description

本発明は、建設現場等において鉄骨を揚重するために用いる鉄骨の揚重装置に関するものである。 The present invention relates to a steel frame lifting device used for lifting a steel frame at a construction site or the like.

建設現場において、鉄骨の組立ては柱用鉄骨や梁用鉄骨などの鉄骨を所定の位置へ揚重して設置するため、図13及び図14に示すように、これらの鉄骨Gには工場等において吊りピース22が溶接WDにより固定されており、現場ではこの吊りピース22の吊り孔22AにシャックルピンSPを挿通させ、吊りワイヤーTWを介してクレーン等にて鉄骨を吊り上げて組立てる施工法が、一般に実施されている(特許文献1の「従来技術の説明」欄の参照。)。しかし、前記吊りピース22と前記鉄骨Gの切り離し作業は、足場の不安定な高所作業であり、例えば大型のシャックルSCになると大きく重く、切り離し作業の危険度も増していた。 At the construction site, steel frames such as steel frames for columns and beams are lifted and installed at predetermined positions when assembling the steel frames. Therefore, as shown in FIGS. 13 and 14, these steel frames G are used in factories and the like. The suspension piece 22 is fixed by welding WD, and at the site, a construction method in which a shackle pin SP is inserted through the suspension hole 22A of the suspension piece 22 and a steel frame is lifted and assembled by a crane or the like via a suspension wire TW is generally used. It has been implemented (see the "Explanation of Conventional Techniques" column of Patent Document 1). However, the work of separating the hanging piece 22 and the steel frame G is an unstable work at a high place of the scaffolding, and for example, a large shackle SC is large and heavy, and the risk of the separation work is increased.

一方、吊りピースに対してシャックルの組付作業性を十分に確保するため、一般に吊りピースの鉄骨からの突出高さは、例えば100〜150mmに設定され、これによりシャックルのネジ孔と吊りピースの吊り孔にシャックルピンの装着作業や、メガネレンチ等による締結作業が容易に行えるように構成されている。また、吊りピースの厚さは、吊り荷重によるが、9〜16mmのものが多く、一般的には厚さ16mmで10t吊りの吊りピースなどがある。 On the other hand, in order to sufficiently secure the shackle assembly workability for the hanging piece, the height of the hanging piece protruding from the steel frame is generally set to, for example, 100 to 150 mm, whereby the screw hole of the shackle and the hanging piece of the hanging piece are set. It is configured so that the shackle pin can be easily attached to the hanging hole and the shackle pin can be easily fastened with a box wrench or the like. The thickness of the hanging piece depends on the hanging load, but most of them have a thickness of 9 to 16 mm, and generally, there is a hanging piece having a thickness of 16 mm and hanging 10 tons.

特開2001−317209号公報Japanese Unexamined Patent Publication No. 2001-317209

ところが、このように吊りピースを鉄骨から大きく突出させると、吊りピースに対するシャックルの組み付け及び取り外しは良くなるが、鉄骨に対して後付けされる他の構造材や床の仕上げが前記鉄骨に溶接された吊りピースと干渉することがある。この場合には前記干渉を避けるために、この干渉箇所を切除する必要がある。例えば、ビル建築において床面や屋上面をデッキプレートでスラブを形成する場合、建築基準法ではスラブの最低厚みを80mm以上としている。あるいはスラブ厚が100mmだとしても、吊りピースの鉄骨からの突出高さが100mmではコンクリートのかぶり厚が確保出来ないので、やはり吊りピースを切断しないとスラブが仕上げられない。 However, when the hanging piece is greatly projected from the steel frame in this way, the shackle can be attached to and removed from the hanging piece better, but other structural materials and floor finishes to be retrofitted to the steel frame are welded to the steel frame. May interfere with the hanging piece. In this case, it is necessary to cut off the interference portion in order to avoid the interference. For example, in building construction, when a slab is formed on the floor or roof surface with a deck plate, the minimum thickness of the slab is set to 80 mm or more according to the Building Standards Act. Alternatively, even if the slab thickness is 100 mm, if the protruding height of the hanging piece from the steel frame is 100 mm, the concrete cover thickness cannot be secured, so that the slab cannot be finished unless the hanging piece is cut.

なお、建築基準法ではコンクリートスラブのかぶり厚は30mm以上としているので、例えば最小スラブ厚80mmの場合、かぶり厚30mmを確保すると、高さは50mmとなり、それ以上高いと建築基準を満たさないことになる。 According to the Building Standards Law, the cover thickness of concrete slabs is 30 mm or more. For example, if the minimum slab thickness is 80 mm, the height will be 50 mm if the cover thickness of 30 mm is secured, and if it is higher than that, the building standard will not be satisfied. Become.

また、工場倉庫などの屋根を支える小屋組の鉄骨では、柱と梁の接合はボルト接合が主体であり、屋根材の下地を葺くのにボルト部の突出が邪魔になり、ボルト部と干渉しないように、鉄骨梁上にリップみぞ形鋼などを溶接固定して、このリップみぞ形鋼にこれら屋根下地材を載置する。一般に、リップみぞ形鋼は高さが50mmのものを採用することから、吊りピースとして高さが100〜150mmのものを使用すると、吊りピースの上部がリップみぞ形鋼よりも上方へ突出してしまい、やはり吊りピースを切除する必要がある。しかしながら、この切除作業は、足場の悪い高所での作業となるので、作業者の安全や作業性の悪さなど危険な作業であり、大きな負担となっていた。 In addition, in the steel frame of the hut that supports the roof of a factory warehouse, the main part of the joint between the pillar and the beam is the bolt joint, and the protrusion of the bolt part becomes an obstacle to cover the base of the roofing material and interferes with the bolt part. To prevent this, lip grooved steel or the like is welded and fixed on the steel beam, and these roof base materials are placed on the lip grooved steel. Generally, a lip grooved steel having a height of 50 mm is used. Therefore, if a hanging piece having a height of 100 to 150 mm is used, the upper part of the hanging piece protrudes upward from the lip grooved steel. , It is still necessary to cut off the hanging piece. However, since this excision work is a work at a high place where the scaffolding is poor, it is a dangerous work such as a worker's safety and poor workability, which is a heavy burden.

小屋組の鉄骨の吊り金具としては、上記の説明の如く、吊りピースの高さは50mmを超えると、屋根下地材と干渉し屋根下地材が葺けなくなる。また最小高さの限界は45mmであり、これより低いと嵌合部の鋼材の容積が足りなくなり、鋼の性質から吊り荷重を受けるのには厳しい寸法となり、荷重の伝達がうまくできない。 As described above, when the height of the hanging piece exceeds 50 mm, it interferes with the roof base material and the roof base material cannot be covered. Further, the limit of the minimum height is 45 mm, and if it is lower than this, the volume of the steel material at the fitting portion becomes insufficient, and due to the nature of the steel, the dimensions become severe to receive the suspension load, and the load cannot be transmitted well.

以上説明したように、従来から建設現場で鉄骨を組立てる際に、安全で切断処理の不要な吊り具を望む意見が多かったが、簡単な機構で開発されたものが無かった。 As explained above, there have been many opinions that a hanging tool that is safe and does not require cutting processing is desired when assembling a steel frame at a construction site, but none has been developed with a simple mechanism.

そこで本発明は、現場で鉄骨組立ての時、吊り治具と鉄骨の切り離しを高所作業でも安全な軽作業で行なえ、且つ鉄骨に溶接する受けピースの高さを低く押さえ、鉄骨に対して後付けされる他の構造材や床の仕上げが吊り治具と干渉しない鉄骨の揚重装置を提供することを目的とする。 Therefore, according to the present invention, when assembling a steel frame in the field, the hanging jig and the steel frame can be separated from each other with a safe and light work even in high-altitude work, and the height of the receiving piece to be welded to the steel frame is kept low, and the steel frame is retrofitted. It is an object of the present invention to provide a steel frame lifting device in which other structural materials and floor finishes are not interfered with a hanging jig.

上記の問題を解決するために第1の発明は、建設現場等において鉄骨を揚重するために用いる鉄骨の揚重装置であって、
前記鉄骨に溶接される受けピースと、この受けピースと着脱可能に連結すると共にシャックルを連結したクレーン等にて吊りワイヤーを介して前記鉄骨を吊り上げるための吊り治具とから構成されることを特徴とする。
In order to solve the above problems, the first invention is a steel frame lifting device used for lifting a steel frame at a construction site or the like.
It is characterized by being composed of a receiving piece welded to the steel frame and a hanging jig for lifting the steel frame via a hanging wire by a crane or the like that is detachably connected to the receiving piece and connected to a shackle. And.

第2の発明は、建設現場等において鉄骨を揚重するために用いる鉄骨の揚重装置であって、
前記鉄骨に溶接される受けピースと、この受けピースと着脱可能に連結すると共にシャックルを連結したクレーン等にて吊りワイヤーを介して前記鉄骨を吊り上げるための吊り治具とを備え、
前記吊り治具は前記シャックルと連結したままで、前記受けピースとの連結が解除できることを特徴とする。
The second invention is a steel frame lifting device used for lifting a steel frame at a construction site or the like.
It is provided with a receiving piece to be welded to the steel frame and a hanging jig for lifting the steel frame via a hanging wire by a crane or the like that is detachably connected to the receiving piece and connected to a shackle.
The hanging jig is characterized in that the connection with the receiving piece can be released while the hanging jig is still connected to the shackle.

第3の発明は、建設現場等において鉄骨を揚重するために用いる鉄骨の揚重装置であって、
前記鉄骨に溶接される受けピースと、この受けピースと着脱可能に連結すると共にシャックルを連結したクレーン等にて吊りワイヤーを介して前記鉄骨を吊り上げるための吊り治具とを備え、
前記吊り治具を前記受けピースと嵌合し合う嵌合溝を備えた吊りピースと、該吊りピースの一方の面を支承するための添え板と、その下部から上方に延びて開設された固定用嵌合溝内に上方向から前記吊りピースと嵌合する固定板と、前記吊りピースの他方の面を支承するための押さえ板と、前記添え板、前記吊りピース及び前記押さえ板に開設した孔内に挿通するボルト及び該ボルトが挿通した状態で締め付けするためのナットとで構成し、
前記鉄骨に溶接された前記受けピースと前記吊り治具の前記吊りピースとを連結した後に前記ナットを締め付けることにより前記受けピースと前記吊り治具とを固定する
ことを特徴とする。
The third invention is a steel frame lifting device used for lifting a steel frame at a construction site or the like.
It is provided with a receiving piece to be welded to the steel frame and a hanging jig for lifting the steel frame via a hanging wire by a crane or the like that is detachably connected to the receiving piece and connected to a shackle.
A hanging piece having a fitting groove for fitting the hanging jig to the receiving piece, a supporting plate for supporting one surface of the hanging piece, and a fixing provided extending upward from the lower portion thereof. A fixing plate that fits the hanging piece from above in the fitting groove, a holding plate for supporting the other surface of the hanging piece, and the attachment plate, the hanging piece, and the holding plate are provided. It consists of a bolt that is inserted into the hole and a nut that is tightened with the bolt inserted.
It is characterized in that the receiving piece and the hanging jig are fixed by tightening the nut after connecting the receiving piece welded to the steel frame and the hanging piece of the hanging jig.

第4の発明は、建設現場等において鉄骨を揚重するために用いる鉄骨の揚重装置であって、
前記鉄骨に溶接される受けピースと、この受けピースと着脱可能に連結すると共にシャックルを連結したクレーン等にて吊りワイヤーを介して前記鉄骨を吊り上げるための吊り治具とを備え、
前記吊り治具を前記受けピースと嵌合し合う嵌合溝を備えた吊りピースと、該吊りピースの一方の面を支承するための添え板と、その下部から上方に延びて開設された固定用嵌合溝内に上方向から前記吊りピースと嵌合する固定板と、前記吊りピース、前記添え板及び前記固定板を溶接により固定した状態で前記吊りピースの他方の面を支承するための押さえ板と、前記添え板、前記吊りピース及び前記押さえ板に開設した孔内に挿通するボルト及び該ボルトが挿通した状態で締め付けするためのナットとで構成し、
前記鉄骨に溶接された前記受けピースと前記吊り治具の前記吊りピースとを連結した後に前記ナットを締め付けることにより前記受けピースと前記吊り治具とを固定する
ことを特徴とする。
The fourth invention is a steel frame lifting device used for lifting a steel frame at a construction site or the like.
It is provided with a receiving piece to be welded to the steel frame and a hanging jig for lifting the steel frame via a hanging wire by a crane or the like that is detachably connected to the receiving piece and connected to a shackle.
A hanging piece having a fitting groove for fitting the hanging jig to the receiving piece, a supporting plate for supporting one surface of the hanging piece, and a fixing provided extending upward from the lower portion thereof. To support the fixing plate that fits the suspension piece from above in the fitting groove, and the other surface of the suspension piece in a state where the suspension piece, the attachment plate, and the fixing plate are fixed by welding. It is composed of a holding plate, a supporting plate, a hanging piece, a bolt to be inserted into a hole formed in the holding plate, and a nut for tightening with the bolt inserted.
It is characterized in that the receiving piece and the hanging jig are fixed by tightening the nut after connecting the receiving piece welded to the steel frame and the hanging piece of the hanging jig.

第5の発明は、建設現場等において鉄骨を揚重するために用いる鉄骨の揚重装置であって、
前記鉄骨に溶接される受けピースと、この受けピースと着脱可能に連結すると共にシャックルを連結したクレーン等にて吊りワイヤーを介して前記鉄骨を吊り上げるための吊り治具とを備え、
前記吊り治具を前記受けピースと嵌合し合う嵌合溝を備えた吊りピースと、該吊りピースの一方の面を支承するための添え板と、その下部から上方に延びて開設された固定用嵌合溝内に上方向から前記吊りピースと嵌合する固定板と、前記吊りピース、前記添え板及び前記固定板を溶接により固定した状態で前記吊りピースの他方の面を支承するための押さえ板と、前記添え板、前記吊りピース及び前記押さえ板に開設した孔内に挿通するボルト及び該ボルトが挿通した状態で締め付けするためのナットとで構成し、
前記押さえ板と前記添え板との間隔を前記受けピース1の厚さの2倍以上となるように前記ボルトに前記ナットを取り付けた状態とした前記吊り治具の前記吊りピースを前記鉄骨に溶接された前記受けピースに連結した後に、前記ナットを締め付けることにより前記受けピースと前記吊り治具とを固定する
ことを特徴とする。
A fifth invention is a steel frame lifting device used for lifting a steel frame at a construction site or the like.
It is provided with a receiving piece to be welded to the steel frame and a hanging jig for lifting the steel frame via a hanging wire by a crane or the like that is detachably connected to the receiving piece and connected to a shackle.
A hanging piece having a fitting groove for fitting the hanging jig to the receiving piece, a supporting plate for supporting one surface of the hanging piece, and a fixing provided extending upward from the lower portion thereof. To support the fixing plate that fits the suspension piece from above in the fitting groove, and the other surface of the suspension piece in a state where the suspension piece, the attachment plate, and the fixing plate are fixed by welding. It is composed of a holding plate, a supporting plate, a hanging piece, a bolt to be inserted into a hole formed in the holding plate, and a nut for tightening with the bolt inserted.
The hanging piece of the hanging jig with the nut attached to the bolt so that the distance between the holding plate and the attached plate is at least twice the thickness of the receiving piece 1 is welded to the steel frame. After connecting to the receiving piece, the receiving piece and the hanging jig are fixed by tightening the nut.

第6の発明は、第3乃至第5の発明において、前記受けピースと前記吊り治具とが連結した際に、前記吊りピースの両側面に位置する前記添え板の下端及び前記押さえ板の下端は、前記鉄骨と前記受けピースとの溶接のビードを避けるように上方に位置するような構成としたことを特徴とする。 A sixth aspect of the present invention is the lower end of the attachment plate and the lower end of the holding plate located on both side surfaces of the hanging piece when the receiving piece and the hanging jig are connected in the third to fifth inventions. Is characterized in that it is positioned upward so as to avoid a bead of welding between the steel frame and the receiving piece.

第7の発明は、第3乃至第5の発明において、前記ボルトが前記添え板、前記吊りピース及び前記押さえ板を挿通した後で、前記ナットを嵌合させた後に、前記ナットの落下を防止するためのボルトピンを前記ボルトに装着したことを特徴とする。 In the third to fifth inventions, the seventh invention prevents the nut from falling after the bolt has inserted the attachment plate, the suspension piece, and the holding plate, and then fitted the nut. It is characterized in that a bolt pin for using the bolt is attached to the bolt.

第8の発明は、第3乃至第5の発明において、前記吊りピースの高さを45mm以上〜50mm以下としたことを特徴とする。 The eighth invention is characterized in that, in the third to fifth inventions, the height of the hanging piece is 45 mm or more and 50 mm or less.

そこで本発明は、現場で鉄骨組立ての時、吊り治具と鉄骨の切り離しを高所作業でも安全な軽作業で行なえ、且つ鉄骨に溶接する受けピースの高さを低く押さえ、鉄骨に対して後付けされる他の構造材や床の仕上げが吊り治具と干渉しない鉄骨の揚重装置を提供することができる。 Therefore, according to the present invention, when assembling a steel frame in the field, the hanging jig and the steel frame can be separated from each other with a safe and light work even in high-altitude work, and the height of the receiving piece to be welded to the steel frame is kept low, and the steel frame is retrofitted. It is possible to provide a steel lifting device in which other structural materials and floor finishes are not interfered with the hanging jig.

鉄骨の楊重装置の正面図である。It is a front view of the steel frame weighting device. 図1を上から見た図である。FIG. 1 is a view of FIG. 1 from above. 図1の右側面図である。It is a right side view of FIG. 吊りピースを添え板とスペーサとで挟んだ状態で固定板と一体化した、受けピースと吊り治具との連結前の吊り治具の正面図である。It is a front view of the suspension jig before connecting the receiving piece and the suspension jig, in which the suspension piece is integrated with the fixing plate in a state of being sandwiched between the attachment plate and the spacer. 吊り治具を構成する受けピースの正面図である。It is a front view of the receiving piece which constitutes a hanging jig. 吊り治具を構成する吊りピースの正面図である。It is a front view of the hanging piece constituting a hanging jig. 吊り治具を構成する押さえ板とスペーサの正面図である。It is a front view of the holding plate and a spacer which make up a hanging jig. 吊り治具を構成する添え板の正面図である。It is a front view of the attachment plate which constitutes a hanging jig. 吊り治具を構成する一方の固定板の正面図である。It is a front view of one of the fixing plates constituting a hanging jig. 図1のX−X断面図であって、(a)は受けピースの嵌合前を示し、(b)は嵌合後を示す。In the cross-sectional view taken along the line XX of FIG. 1, (a) shows before fitting the receiving piece, and (b) shows after fitting. 本発明の鉄骨の揚重装置の使用実施例を示す図である。It is a figure which shows the use example of the steel frame lifting apparatus of this invention. 鉄骨を地面から建て起こす時の状態説明図である。It is a state explanatory diagram when a steel frame is erected from the ground. 従来の吊り金具を示す図で、(c)は正面図、(d)は側面図である。It is a figure which shows the conventional hanging metal fitting, (c) is a front view, (d) is a side view. 鉄骨を地面から建て起こす時の従来例の状態説明図である。It is a state explanatory view of the conventional example when a steel frame is erected from the ground.

以下、図を参照しながら、本発明の実施形態について説明する。先ず、図1は本発明の実施形態に係る鉄骨の揚重装置の正面図であり、柱用鉄骨や梁用鉄骨などの鉄骨Gに溶接された受けピース1と吊りピース2とが嵌合され、この嵌合した状態を押さえ板3A、スペーサ3B、添え板4、一対の固定板5、5、ボルトB及びナットNにより拘束している状態を示している。図2は図1に示す鉄骨の揚重装置を上から見た状態で、図3は図1示す鉄骨の揚重装置の右側面図である。なお、前記受けピース1、前記吊りピース2、前記押さえ板3A、前記スペーサ3B、前記添え板4、前記一対の固定板5、5は、ともに鋼材の平板から作製される。 Hereinafter, embodiments of the present invention will be described with reference to the drawings. First, FIG. 1 is a front view of a steel frame lifting device according to an embodiment of the present invention, in which a receiving piece 1 welded to a steel frame G such as a steel frame for a column or a steel frame for a beam and a hanging piece 2 are fitted together. , This fitted state is restrained by the holding plate 3A, the spacer 3B, the attachment plate 4, the pair of fixing plates 5, 5, the bolt B, and the nut N. FIG. 2 is a state in which the steel frame lifting device shown in FIG. 1 is viewed from above, and FIG. 3 is a right side view of the steel frame lifting device shown in FIG. The receiving piece 1, the hanging piece 2, the holding plate 3A, the spacer 3B, the supporting plate 4, and the pair of fixing plates 5 and 5 are all made of flat plates made of steel.

前記鉄骨Gを吊り上げるための基本的な機構は、前記鉄骨Gに溶接された前記受けピース1と吊る側の吊り治具TJとから構成され、前記受けピース1と前記吊り治具TJとは着脱可能な可能である。そして、前記吊り治具TJは、前記吊りピース2、押さえ板3A、スペーサ3B、添え板4、一対の固定板5、5、ボルトB及びナットNから構成される。即ち、前記吊りピース2は他の部材、即ち前記押さえ板3A、スペーサ3B、前記添え板4及び一対の前記固定板5、5と共に前記吊り治具TJを構成し、この吊り治具TJと前記受けピース1とで上下に2分割されて連結したり、切り離したりすることができて、着脱可能な鉄骨の楊重装置を構成する。 The basic mechanism for lifting the steel frame G is composed of the receiving piece 1 welded to the steel frame G and the hanging jig TJ on the hanging side, and the receiving piece 1 and the hanging jig TJ are detached from each other. It is possible. The hanging jig TJ is composed of the hanging piece 2, the holding plate 3A, the spacer 3B, the attachment plate 4, the pair of fixing plates 5, 5, the bolt B, and the nut N. That is, the suspension piece 2 constitutes the suspension jig TJ together with other members, that is, the holding plate 3A, the spacer 3B, the attachment plate 4, and the pair of the fixing plates 5, 5, and the suspension jig TJ and the above. The receiving piece 1 is divided into upper and lower parts and can be connected or separated to form a detachable steel frame jig.

前記受けピース1と前記吊り治具TJの主たる前記吊りピース2とは、図5と図6に示すように、互いに嵌合し合う嵌合部分が形成されており、以下詳述する。 As shown in FIGS. 5 and 6, the receiving piece 1 and the main hanging piece 2 of the hanging jig TJ are formed with fitting portions that are fitted to each other, and will be described in detail below.

即ち、図5に示すように、前記受けピース1は鋼材で作製され、外形は凸凹しており、厚さは12mmである。そして、前記受けピース1は凹凸した形状であり、2つの嵌合部1A、1Bと、3つの被嵌合部1C、1D、1Eと、1つの横長の嵌合部1Fとが形成されている。また、図6に示すように、前記吊りピース2は鋼材で作製され、厚さは12mmであり、前記受けピース1が嵌合する嵌合溝KMが下部に形成される。即ち、前記吊りピース2は前記受けピース1の前記嵌合部1Aが嵌合する被嵌合部2Aと、同じく前記嵌合部1Bが嵌合する被嵌合部2Bと、前記嵌合部1Fが嵌合する被嵌合部2Fが形成されている。更に前記吊りピース2は、前記受けピース1の前記被嵌合部1Cに嵌合する嵌合部2Cと、同じく前記被嵌合部1Dに嵌合する嵌合部2Dと、同じく前記被嵌合部1Eに嵌合する嵌合部2Eとが形成されている。 That is, as shown in FIG. 5, the receiving piece 1 is made of a steel material, has an uneven outer shape, and has a thickness of 12 mm. The receiving piece 1 has an uneven shape, and two fitting portions 1A and 1B, three fitting portions 1C, 1D, and 1E, and one horizontally long fitting portion 1F are formed. .. Further, as shown in FIG. 6, the suspension piece 2 is made of a steel material, has a thickness of 12 mm, and a fitting groove KM into which the receiving piece 1 is fitted is formed in the lower portion. That is, the hanging piece 2 has a fitted portion 2A to which the fitting portion 1A of the receiving piece 1 fits, a fitted portion 2B to which the fitting portion 1B fits, and the fitting portion 1F. The fitted portion 2F to which is fitted is formed. Further, the hanging piece 2 includes a fitting portion 2C that fits into the fitted portion 1C of the receiving piece 1, a fitting portion 2D that also fits into the fitted portion 1D, and the fitted portion 2D. A fitting portion 2E that fits into the portion 1E is formed.

また、前記吊りピース2には、前記被嵌合部2A、2Bの上方に丸孔であるボルト孔2R2A、2R2Bが開設されると共に前記ボルト孔2R2Aと2R2Bとの間の上方に丸孔である吊り孔2R1が開設されている。 Further, the hanging piece 2 is provided with bolt holes 2R2A and 2R2B which are round holes above the fitted portions 2A and 2B, and are round holes above between the bolt holes 2R2A and 2R2B. The hanging hole 2R1 is opened.

なお、前記吊りピース2は、前記被嵌合部2Aと2B、前記嵌合部2C、2Dと2E、前記被嵌合部2F、前記ボルト孔2R2A、2R2Bが開設された下部2Lと、前記吊り孔2R1が開設された上部2Uとから構成される。 The hanging piece 2 includes the fitted portions 2A and 2B, the fitting portions 2C, 2D and 2E, the fitted portion 2F, the lower portion 2L in which the bolt holes 2R2A and 2R2B are opened, and the hanging portion 2. It is composed of an upper part 2U in which the hole 2R1 is opened.

そして、前記吊りピース2の前記下部2Lの外形は上底が下底より短い概ね台形状を呈し、前記上部2Uは緩やかな山形形状の概ね半円形状を呈しており、前記下部2Lの最上端部の横幅は前記上部2Uの最下端部の横幅より長く、前記下部2Lの最上端部と前記上部2Uの最下端部との間には、左右に段差部2S、2Sが形成されている。従って、前記下部2Lの前記受けピース1が嵌合する溝の外側にはスカート部2Gが形成されることになる。 The outer shape of the lower portion 2L of the hanging piece 2 has a substantially trapezoidal shape in which the upper base is shorter than the lower base, and the upper portion 2U has a generally semicircular shape having a gentle chevron shape, and the uppermost end of the lower portion 2L. The width of the portion is longer than the width of the lowermost end portion of the upper portion 2U, and step portions 2S and 2S are formed on the left and right between the uppermost end portion of the lower portion 2L and the lowermost end portion of the upper portion 2U. Therefore, the skirt portion 2G is formed on the outside of the groove in which the receiving piece 1 of the lower portion 2L is fitted.

なお、本発明に係る前記受けピース1は、高さが45mm以上〜50mm以下であって、常識はずれの高さで、あまりにも低い。しかしながら、鋼材の性質や耐力性能からは十分荷重を吊り上げる能力があり、前述した吊り治具TJの相手側としての吊り具として実施させるのに、嵌合部分における連結方法や座屈防止の有効な機能を備えている。 The receiving piece 1 according to the present invention has a height of 45 mm or more and 50 mm or less, which is unconventional and is too low. However, due to the nature and proof stress of the steel material, it has the ability to lift a load sufficiently, and it is effective to connect the fitting part and prevent buckling in order to implement it as a hanging tool on the other side of the hanging jig TJ described above. It has a function.

なお、小屋組の鉄骨の吊り金具としては、前記受けピース1の高さが50mmを超えると、屋根下地材と干渉し屋根下地材が葺けなくなる。45mmより低いと、嵌合部の鋼材の容積が足りなくなり、鋼の性質から吊り荷重を受けるのには厳しい寸法となり、荷重の伝達がうまくできない。このため、本発明に係る前記受けピース1は、高さが45mm以上〜50mm以下とした。 If the height of the receiving piece 1 exceeds 50 mm, the roof base material interferes with the roof base material and the roof base material cannot be covered. If it is lower than 45 mm, the volume of the steel material at the fitting portion will be insufficient, and due to the nature of the steel, the dimensions will be strict to receive the suspension load, and the load cannot be transmitted well. Therefore, the height of the receiving piece 1 according to the present invention is set to 45 mm or more and 50 mm or less.

本発明の鉄骨の揚重装置は、建設現場で前記鉄骨Gを所定の位置に納めた後に、前記吊りピース2と前記受けピース1とが嵌合し合う嵌合部分を、高所で嵌合連結の解除をするので、嵌め合いやその解除がスムーズに行えるように、互いに嵌合し合う面には隙間が必要であって、これらの隙間寸法は0.5mm〜1.0mmの間に設定すれば、嵌合は緩くも無く、またきつくもなくスムーズに行うことができ、前記吊り治具TJと前記受けピース1の脱着に無理のない嵌め合いバランスとなる。 In the steel frame lifting device of the present invention, after the steel frame G is placed in a predetermined position at a construction site, the fitting portion where the hanging piece 2 and the receiving piece 1 are fitted is fitted at a high place. Since the connection is released, gaps are required on the surfaces that fit each other so that they can be fitted and released smoothly, and these gap dimensions are set between 0.5 mm and 1.0 mm. If this is done, the fitting can be performed smoothly without being loose and tight, and the fitting balance between the hanging jig TJ and the receiving piece 1 can be easily attached and detached.

即ち、夫々嵌合する前記受けピース1の前記嵌合部1A、1Bと前記吊りピース2の前記被嵌合部2A、2Bとの隙間寸法や、夫々嵌合する前記吊りピース2の前記嵌合部2C、2D、2Eと前記受けピース1の前記被嵌合部1C、1D、1Eとの隙間寸法、夫々嵌合する前記受けピース1の前記嵌合部1Fと前記吊りピース2の前記被嵌合部2Fとの隙間寸法は、前述したように、0.5mm〜1.0mmの間に設定される。 That is, the gap size between the fitting portions 1A and 1B of the receiving piece 1 to be fitted to each other and the fitted portions 2A and 2B of the hanging piece 2 and the fitting of the hanging piece 2 to be fitted to each other. The size of the gap between the parts 2C, 2D, 2E and the fitted parts 1C, 1D, 1E of the receiving piece 1, and the fitting portion 1F of the receiving piece 1 and the fitting portion 2 of the hanging piece 2 to be fitted, respectively. As described above, the clearance dimension with the joint portion 2F is set between 0.5 mm and 1.0 mm.

次に、図7は前記押さえ板3Aと前記スペーサ3Bとを示し、ともに鋼材で作製され、厚さは9mmである。前記押さえ板3Aの横寸法は前記スペーサ3Bの最大寸法(最下部の横寸法)より片側それぞれ1〜1.5mm短い寸法で、前記吊り治具TJの組み付け時には前記押さえ板3Aの上端面と前記スペーサ3Bの下端面とは0.5〜1.0mmの隙間を存して配設されることとなる。前記押さえ板3Aにはボルト孔3R2A、3R2Bが開設され、また前記スペーサ3Bには丸孔である吊り孔3BR1が開設されている。 Next, FIG. 7 shows the holding plate 3A and the spacer 3B, both of which are made of steel and have a thickness of 9 mm. The horizontal dimension of the holding plate 3A is 1 to 1.5 mm shorter on each side than the maximum dimension (horizontal dimension at the bottom) of the spacer 3B, and when the hanging jig TJ is assembled, the upper end surface of the holding plate 3A and the holding plate 3A are described. The spacer 3B is arranged with a gap of 0.5 to 1.0 mm from the lower end surface. Bolt holes 3R2A and 3R2B are provided in the holding plate 3A, and a hanging hole 3BR1 which is a round hole is provided in the spacer 3B.

図8は前記添え板4を示し、該添え板4は鋼材で作製され、厚さは9mmである。該添え板4の最大横寸法は前記スペーサ3Bの横寸法と同じ寸法である。前記添え板4には、六角形状のボルト孔4R2A、4R2Bと吊り孔4R1とが開設されている。 FIG. 8 shows the side plate 4, which is made of steel and has a thickness of 9 mm. The maximum lateral dimension of the attachment plate 4 is the same as the lateral dimension of the spacer 3B. Hexagonal bolt holes 4R2A and 4R2B and suspension holes 4R1 are provided in the attachment plate 4.

図9は前記固定板5を示し、本実施形態では2枚使用する。この固定板5の下端中央部には略半円形状の導入嵌合溝6Aが開設されると共にこの導入嵌合溝6Aに下から連通して上方へ延びる固定用嵌合溝6Bが開設される。この固定用嵌合溝6Bの短い方の横幅は12mmより少し長い寸法である。即ち、前記固定板5、5の前記固定用嵌合溝6Bの上の開口形成上端部が前記吊りピース2の前記段差部2S、2Sに当接するまで、前記吊りピース2と各固定板5、5は平面視概ねT字形状を呈して直交するように、前記固定用嵌合溝6B内に前記吊りピース2を上方から嵌合させるために、前記固定用嵌合溝6Bの短い方の横幅は12mmより少し長い。 FIG. 9 shows the fixing plate 5, and in this embodiment, two plates are used. A substantially semicircular introduction fitting groove 6A is opened in the central portion of the lower end of the fixing plate 5, and a fixing fitting groove 6B communicating with the introduction fitting groove 6A from below and extending upward is opened. .. The shorter width of the fixing fitting groove 6B is slightly longer than 12 mm. That is, the hanging piece 2 and each fixing plate 5 until the upper end of the opening formation on the fixing fitting groove 6B of the fixing plates 5 and 5 abuts on the stepped portions 2S and 2S of the hanging piece 2. In order to fit the suspension piece 2 into the fixing fitting groove 6B from above so that 5 has a substantially T-shape in a plan view and is orthogonal to each other, the width of the shorter side of the fixing fitting groove 6B is shorter. Is a little longer than 12 mm.

次に、前述した吊り治具TJの組み付け及び鉄骨の揚重装置の動作について、説明する。工場等において、前記鉄骨Gには前記受けピース1が溶接により固定されているものとして、以下説明する。前記スペーサ3Bの最大横寸法(最下部の横寸法)と、前記添え板4の最大横寸法と、前記吊りピース2の前記上部2Uの最大横寸法(最下部の横寸法)とは、同じ寸法であり、初めに作業者が前記吊り治具TJを一体化させる組み付けについて説明する。 Next, the assembly of the above-mentioned hanging jig TJ and the operation of the steel frame lifting device will be described. In a factory or the like, the receiving piece 1 is fixed to the steel frame G by welding, which will be described below. The maximum horizontal dimension (bottom horizontal dimension) of the spacer 3B, the maximum horizontal dimension of the attachment plate 4, and the maximum horizontal dimension (bottom horizontal dimension) of the upper portion 2U of the hanging piece 2 are the same dimensions. First, the operator will explain the assembly of the hanging jig TJ to be integrated.

先ず、作業者は前記吊りピース2を挟むように、前記添え板4と前記スペーサ3Bを配設して、前記固定板5、5をそれぞれに開設された前記導入嵌合溝6Aを介して前記固定用嵌合溝6B内に前記吊りピース2の上方から嵌合させる。即ち、図9に示すように、前記固定板5の幅方向の中心には、上方から前記吊りピース2に差し込んで組み付けるための前記固定用嵌合溝6Bが上方へ延びるように形成される。なお、前記固定板5は、本実施形態では前記吊りピース2の左右にそれぞれ設けるが、前記吊り治具TJの組み付け精度を考えると、前記固定用嵌合溝6Bを設けた1枚の鋼板から構成してもよい。 First, the operator arranges the attachment plate 4 and the spacer 3B so as to sandwich the suspension piece 2, and the fixing plates 5 and 5 are respectively provided through the introduction fitting groove 6A. It is fitted into the fixing fitting groove 6B from above the hanging piece 2. That is, as shown in FIG. 9, at the center of the fixing plate 5 in the width direction, the fixing fitting groove 6B for inserting and assembling into the hanging piece 2 from above is formed so as to extend upward. In the present embodiment, the fixing plates 5 are provided on the left and right sides of the hanging piece 2, respectively, but considering the assembly accuracy of the hanging jig TJ, the fixing plate 5 is formed from one steel plate provided with the fixing fitting groove 6B. It may be configured.

そして、上述したように、前記吊りピース2の前記段差部2S、2Sに前記固定板5、5の前記固定用嵌合溝6Bの開口形成上端部が当接するまで、各固定板5、5の前記固定用嵌合溝6B内に前記吊りピース2を嵌合させた状態において、図2、図4等に示すように、作業者は前記吊りピース2と各固定板5の外側(前記固定板5、5の各固定用嵌合溝6Bの外側開口部の周囲部分)を溶接WDで固定すると共に、前記添え板4の外側と各固定板5、5の内側(外側から見える前記添え板4と各固定板5、5の合わせ部分)を同様に溶接WDで固定し、更に前記固定板5、5の上面と前記添え板4、前記吊りピース2及び前記スペーサ3Bとの接触部を溶接WDで固定する。 Then, as described above, the fixing plates 5 and 5 have the fixing plates 5 and 5 until the upper end of the opening of the fixing fitting groove 6B of the fixing plates 5 and 5 abuts on the stepped portions 2S and 2S of the hanging piece 2. In a state where the hanging piece 2 is fitted in the fixing fitting groove 6B, as shown in FIGS. 2, 4 and the like, the operator moves the hanging piece 2 and the outside of each fixing plate 5 (the fixing plate). The peripheral portion of the outer opening of each of the fixing fitting grooves 6B of 5 and 5 is fixed by welding WD, and the outside of the attachment plate 4 and the inside of each of the fixing plates 5 and 5 (the attachment plate 4 seen from the outside). And the mating portions of the fixing plates 5 and 5) are similarly fixed by welding WD, and the contact portion between the upper surface of the fixing plates 5 and 5 and the attachment plate 4, the hanging piece 2 and the spacer 3B is welded WD. Fix with.

即ち、前記吊りピース2を挟んだ状態で、該吊りピース2、前記添え板4、前記スペーサ3B及び固定板5、5が前述した各溶接WDによって、一体化される(図4参照)。なお、前記押さえ板3Aと前記スペーサ3Bとの合計高さと、前記添え板4の高さは、ともに前記吊りピース2より長さHだけ短い長さであって、前述したように、一体化された状態、更には前記押させ板3Aを取り付けた状態では、前記添え板4及び前記押さえ板3Aの下端は前記鉄骨Gの面一より長さHだけ上方に位置することになる。この長さHは、前記受けピース1を前記鉄骨Gに取り付けた前記溶接WDのビードを避けるための長さである。図4に示す前記嵌合溝KMを介して見える前記添え板4の部分が、後に前記吊り治具TJに連結する前記受けピース1の片面を押さえる(支承する)役目を果たす。 That is, the suspension piece 2, the attachment plate 4, the spacer 3B, and the fixing plates 5 and 5 are integrated by each of the welding WDs described above with the suspension piece 2 sandwiched (see FIG. 4). The total height of the holding plate 3A and the spacer 3B and the height of the attachment plate 4 are both shorter by the length H than the hanging piece 2, and are integrated as described above. In the state where the pressing plate 3A is attached, the lower ends of the supporting plate 4 and the pressing plate 3A are located above the flush surface of the steel frame G by a length H. This length H is a length for avoiding the bead of the welded WD in which the receiving piece 1 is attached to the steel frame G. The portion of the side plate 4 that can be seen through the fitting groove KM shown in FIG. 4 serves to hold (support) one side of the receiving piece 1 that is later connected to the hanging jig TJ.

次に、該吊りピース2、前記添え板4、前記スペーサ3B及び固定板5、5が前述した各溶接WDによって一体化された状態において、作業者は前記スペーサ3Bの下方に連続するように、且つ前記押さえ板3Aを前記吊りピース2に接触するように配置し、各ボルトB、Bの軸を前記添え板4の前記ボルト頭部孔4R2A、4R2Bから挿通して、次に前記吊りピース2のボルト孔2R2A、2R2Bを挿通させる。この後、前記吊りピース2のボルト孔2R2A、2R2Bから突出した各ボルトB、Bの軸を前記押さえ板3Aの丸孔であるボルト孔3R2A、3R2Bを挿通させる。 Next, in a state where the hanging piece 2, the attachment plate 4, the spacer 3B, and the fixing plates 5 and 5 are integrated by each of the welding WDs described above, the operator is continuous below the spacer 3B. The holding plate 3A is arranged so as to be in contact with the hanging piece 2, and the shafts of the bolts B and B are inserted through the bolt head holes 4R2A and 4R2B of the attachment plate 4, and then the hanging piece 2 is inserted. The bolt holes 2R2A and 2R2B of the above are inserted. After that, the bolt holes 3R2A and 3R2B, which are the round holes of the holding plate 3A, are inserted through the shafts of the bolts B and B protruding from the bolt holes 2R2A and 2R2B of the suspension piece 2.

そして、各ボルトB、Bの軸の頭部BTが前記添え板4の前記ボルト頭部孔4R2A、4R2Bに内に納まって、前記頭部BT裏面が前記吊りピース2の前記添え板4と当接する面に接触するまで挿通させた後、作業者は各ナットN、Nを前記ボルトB、Bの軸に軽く締め付けた後、各ボルトピンBP、BPを前記ボルトB、Bの軸に装着して各ナットN、Nが各ボルトB、Bの軸から脱落しないようにして、前記吊り治具TJを完成させる(図10(a)参照。)。 Then, the head BTs of the shafts of the bolts B and B are housed in the bolt head holes 4R2A and 4R2B of the attachment plate 4, and the back surface of the head BT is in contact with the attachment plate 4 of the suspension piece 2. After inserting the nuts N and N until they come into contact with the contacting surfaces, the operator lightly tightens the nuts N and N to the shafts of the bolts B and B, and then attaches the bolt pins BP and BP to the shafts of the bolts B and B. The suspension jig TJ is completed by preventing the nuts N and N from falling off from the shafts of the bolts B and B (see FIG. 10A).

この場合、前記押さえ板3Aの内側面と該押さえ板3Aと面する前記吊りピース2の側面との間隔は、前記吊りピース2の板厚の最低1倍以上の間隔を存して離さなければならない。これは、前記吊りピース2と同厚の前記受けピース1の板厚の1倍以上に相当する長さ(間隔)で、前記押さえ板3Aと前記添え板4との間隔が前記受けピース1の厚さの2倍以上となって、前記吊りピース2の下方の前記押さえ板3Aと前記添え板4との間の空間内に前記受けピース1を容易に呼び込むことができる。 In this case, the distance between the inner surface of the holding plate 3A and the side surface of the hanging piece 2 facing the holding plate 3A must be at least 1 times the plate thickness of the hanging piece 2. It doesn't become. This is a length (interval) corresponding to one or more times the plate thickness of the receiving piece 1 having the same thickness as the hanging piece 2, and the distance between the pressing plate 3A and the attachment plate 4 is the distance between the receiving piece 1 and the receiving piece 1. The receiving piece 1 can be easily brought into the space between the holding plate 3A and the attachment plate 4 below the hanging piece 2 so as to be twice or more the thickness.

なお、図10(a)は前記鉄骨Gに溶接して取り付けた前記受けピース1が連結部になる前記吊りピース2と嵌合する前の断面図であるが、実際は作業者が前記吊り治具TJを前記受けピース1にかぶせる様に装着するので、前記スペーサ3Bなどが視界を妨げ、前記吊りピース2はよく見えにくいが、前記受けピース1が連結部になる前記吊りピース2と嵌合するのに妨げるものは何もないので、たとえ見え隠れしても、前記受けピース1と前記吊りピース2の嵌合部分はお互い呼び込みあって直ぐに連結結合できることとなる。 Note that FIG. 10A is a cross-sectional view before the receiving piece 1 welded and attached to the steel frame G is fitted with the hanging piece 2 serving as the connecting portion, but the operator actually performs the hanging jig. Since the TJ is mounted so as to cover the receiving piece 1, the spacer 3B or the like obstructs the view and the hanging piece 2 is difficult to see, but the receiving piece 1 fits with the hanging piece 2 serving as a connecting portion. However, since there is nothing to prevent it, even if it appears and disappears, the fitting portions of the receiving piece 1 and the hanging piece 2 are attracted to each other and can be immediately connected and connected.

そして、前記吊りピース2と前記押さえ板3Aが隙間無く密着すれば、前記受けピース1と前記吊りピース2の嵌合部分は互いに嵌合出来ていることとなるので、その連結結合の確認は容易にできる。なお、前記スペーサ3Bは必ずしも必要ないが、前記吊りピース2と前記受けピース1との嵌合部分が嵌合して連結結合されていれば、前記押さえ板3Aと前記スペーサ3Bの面が揃うので十分に連結結合したことの確認の目安になる。 If the hanging piece 2 and the holding plate 3A are in close contact with each other without a gap, the fitting portion of the receiving piece 1 and the hanging piece 2 can be fitted to each other, so that it is easy to confirm the connection and connection. Can be done. The spacer 3B is not always necessary, but if the fitting portion between the hanging piece 2 and the receiving piece 1 is fitted and connected to each other, the surfaces of the holding plate 3A and the spacer 3B are aligned. It is a guide for confirming that the connection is sufficient.

そして、前述したように、作業者は前記吊りピース2と前記受けピース1との連結結合の確認をしたら、各ナットN、Nを締め付け、前記吊ピース2を前記添え板4と前記押さえ板3Aとで挟むように固定して支承し、図10(b)に示すような状態となる。従って、前述した吊り治具TJの組み付けが終了することになる。 Then, as described above, after confirming the connection between the hanging piece 2 and the receiving piece 1, the operator tightens the nuts N and N, and attaches the hanging piece 2 to the attachment plate 4 and the holding plate 3A. It is fixed so as to be sandwiched between and supported, and the state is as shown in FIG. 10 (b). Therefore, the assembly of the hanging jig TJ described above is completed.

次に、図1、図2及び図3に示すように、作業者はU字形状を呈した連結具であるシャックルSCを上方から前記吊り治具TJを概ね前記U字形状の空間内に納めるように配置させ、ネジ軸部を有するシャックルピンSPを前記シャックルSCの両ネジ孔、前記スペーサ3Bの吊り孔3BR1、前記吊りピース2の吊り孔2R1、前記添え板4の丸孔である吊り孔4R1を挿通させ、回動させて締め付けネジ止めする。 Next, as shown in FIGS. 1, 2 and 3, the operator puts the shackle SC, which is a U-shaped connector, into the U-shaped space from above with the hanging jig TJ. The shackle pin SP having the screw shaft portion is arranged in such a manner as both screw holes of the shackle SC, the suspension hole 3BR1 of the spacer 3B, the suspension hole 2R1 of the suspension piece 2, and the suspension hole which is a round hole of the attachment plate 4. 4R1 is inserted, rotated and tightened with screws.

このような状態にした後、図11及び図12に示すように、建設現場において、クレーン等からの吊りワイヤーTWの連結具を前記鉄骨Gの溶接された2個の受けピース1にそれぞれ取り付けた前記シャックルSCに連結させて、前記クレーン等にて前記吊り治具TJ(及び前記受けピース1)を介して前記鉄骨Gを吊り上げて、所望の場所(位置)へと楊重して移動搬送し、作業者はこの搬送後において、前記吊り治具TJと前記シャックルSCとを連結させたまま、前記受けピース1と前記吊り治具TJとの結合を解いて分離させる。即ち、前記ナットN、Nの締め付けを緩めることにより、前記受けピース1と前記吊りピース2との連結を解除し、次の作業に備える。 After making such a state, as shown in FIGS. 11 and 12, at the construction site, the connecting jig of the suspension wire TW from the crane or the like was attached to the two welded receiving pieces 1 of the steel frame G, respectively. It is connected to the shackle SC, the steel frame G is lifted by the crane or the like via the hanging jig TJ (and the receiving piece 1), and the steel frame G is moved and transported to a desired place (position). After this transportation, the operator breaks the connection between the receiving piece 1 and the hanging jig TJ while keeping the hanging jig TJ and the shackle SC connected to separate the crane SC. That is, by loosening the tightening of the nuts N and N, the connection between the receiving piece 1 and the hanging piece 2 is released to prepare for the next work.

以上説明したように、本発明の第1の特徴は鉄骨の揚重装置を吊る側(前記吊り治具TJ)と吊られる側(前記受けピース1)の2分割にしたことにより、それらの前記嵌合部分だけの拘束と解除だけで、前記鉄骨Gに溶接された前記受けピース1と前記吊り治具TJとは連結したり、切り離したりすることができて着脱可能であり、図13及び図14に示す従来のような前記鉄骨Gに溶接して固定された前記吊りピース22に直接装着した大きくて重たいシャックルSCの脱着をしなくてすむことが特徴である。 As described above, the first feature of the present invention is that the steel frame lifting device is divided into two parts, a hanging side (the hanging jig TJ) and a hanging side (the receiving piece 1). The receiving piece 1 welded to the steel frame G and the hanging jig TJ can be connected to and detached from each other only by restraining and releasing only the fitting portion, and can be attached and detached. It is characterized in that it is not necessary to attach / detach the large and heavy shackle SC directly attached to the hanging piece 22 which is welded and fixed to the steel frame G as shown in 14.

また、第2の特徴であるが、図13に示す従来の前記吊りピース22から比較説明する。従来の吊りピース22はクレーン等による前記鉄骨Gの建て起こしの時に、どうしても前記吊りピース22には曲げ荷重が掛かる。即ち、建設現場でトラックから荷降ろしした時、鉄骨Gの荷姿は横向きが多く、実際に吊り上げる方向は上なのにもかかわらず、前記吊りピース22が横向きから引き起こさなければならないのが一般的である。この吊りピース22の本来の性能は、垂直荷重に対して有効なのだが、横向きの吊りピース22にシャックルSCを装着して建て起こすと、前記吊りピース22の板の厚み方向に荷重が掛かる。 Further, as a second feature, the conventional hanging piece 22 shown in FIG. 13 will be compared and described. In the conventional suspension piece 22, when the steel frame G is erected by a crane or the like, a bending load is inevitably applied to the suspension piece 22. That is, when unloading from a truck at a construction site, the steel frame G is often loaded sideways, and although the actual lifting direction is upward, the hanging piece 22 must generally be raised from the side. .. The original performance of the hanging piece 22 is effective against a vertical load, but when the shackle SC is attached to the horizontal hanging piece 22 and built up, the load is applied in the thickness direction of the plate of the hanging piece 22.

つまり、前記吊りピース22に曲げ応力が発生してしまうので、垂直荷重に耐えても、横方向の荷重に弱くては、更に大きく厚い前記吊りピース22にしなければならない欠点がある。垂直荷重だけに耐える従来の前記吊りピース22では、図14の如く建て起こすので、前記鉄骨Gの自重で前記吊りピース22が角度θ分曲がってしまい、見てくれも悪くて不信感を招き、安全係数の低下や溶接部の変形や損傷などの不安がある。 That is, since bending stress is generated in the hanging piece 22, there is a drawback that the hanging piece 22 must be made larger and thicker even if it can withstand a vertical load but is weak against a lateral load. Since the conventional suspension piece 22 that can withstand only a vertical load is erected as shown in FIG. 14, the suspension piece 22 is bent by an angle θ due to the weight of the steel frame G, which makes it difficult to see and causes distrust, and a safety factor. There is anxiety such as deterioration of the welded part and deformation or damage of the welded part.

しかし、本発明の前記吊り治具TJで前記鉄骨Gを建て起こすと、図12に示すように、前記吊り治具TJは前記鉄骨Gに対してほぼ垂直である。この場合でも、前記受けピース1には前記鉄骨Gから長さH分離れた近傍部位に当然曲げ応力が発生するが、その曲げ応力を前記固定板5、5が支え負担してくれる。図3に基づいて説明すると、各固定板5、5の前記底辺5Aと前記鉄骨Gとの間は隙間無く接している。従って、前記クレーン等による前記鉄骨Gの建て起こしの時に、引張り荷重NAが作用するが、各固定板5、5の前記底辺5Aが反発し、前記受けピース1の前記鉄骨Gから長さH分離れた近傍部位が曲がろうとする力を押さえてくれる。同様に、図1でシャックルSCに引張り荷重NBが作用した場合は、各スカート部2Gの底辺2Hが反発してくれるので、曲げ応力の全てが前記受けピース1に伝わることはない。従って、小さな前記受けピース1でも座屈が起こりにくい。 However, when the steel frame G is erected by the hanging jig TJ of the present invention, the hanging jig TJ is substantially perpendicular to the steel frame G, as shown in FIG. Even in this case, bending stress is naturally generated in the vicinity portion separated by the length H from the steel frame G in the receiving piece 1, but the fixing plates 5 and 5 support and bear the bending stress. Explaining with reference to FIG. 3, the bottom 5A of each of the fixing plates 5 and 5 and the steel frame G are in contact with each other without a gap. Therefore, when the steel frame G is erected by the crane or the like, the tensile load NA acts, but the bottom 5A of each of the fixing plates 5 and 5 repels, and the length H from the steel frame G of the receiving piece 1 The distant nearby part suppresses the force to bend. Similarly, when a tensile load NB acts on the shackle SC in FIG. 1, the bottom 2H of each skirt portion 2G repels the shackle SC, so that all the bending stress is not transmitted to the receiving piece 1. Therefore, buckling is unlikely to occur even with the small receiving piece 1.

更には、前記吊りピース2の前記嵌合部2C、2Eは、そのすぐ際に前記固定板5、5があり、前記溶接WBで固定されているために、仮に前記嵌合部分に前記吊りピース2が保有する吊れる性能以上の衝撃などの荷重が加わった時は、前記受けピース2の前記嵌合部1A、1Bと前記被嵌合部1Dは鋼の性質で伸びようと作用するが、被嵌合部1C、1Eは各固定板5の近傍であって前記吊りピース2と各固定板5とが前記溶接WDで固定されているため、鋼材の破断加荷重近くまで耐える作用が働く。つまり、前記被嵌合部1C、1Eは強制的に拘束されているため、前記受けピース1全体の変形が極めて少なく、小さな前記受けピース1でも前記鉄骨Gを十分揚重する能力がある。 Further, since the fitting portions 2C and 2E of the hanging piece 2 have the fixing plates 5 and 5 immediately after that and are fixed by the welding WB, the hanging piece is temporarily attached to the fitting portion. When a load such as an impact exceeding the hanging performance possessed by 2 is applied, the fitting portions 1A and 1B of the receiving piece 2 and the fitted portion 1D act to stretch due to the nature of steel. Since the fitted portions 1C and 1E are in the vicinity of each fixing plate 5 and the suspension piece 2 and each fixing plate 5 are fixed by the welding WD, the action of withstanding the breaking load of the steel material works. That is, since the fitted portions 1C and 1E are forcibly restrained, the deformation of the entire receiving piece 1 is extremely small, and even a small receiving piece 1 has the ability to sufficiently lift the steel frame G.

以上のように、前記固定板5、5、前記受けピース2の前記スカート部2G、2G及び前記嵌合部2C、2Eは、前記受けピース1が鋼の性質により弾性域から塑性変形域に移ろうとする時でも、前記受けピース1を強制拘束しているので、長さ(高さ)Hを有する空間が変形や座屈しないように助けてくれる役目をすることである。 As described above, in the fixing plates 5, 5 and the skirt portions 2G and 2G of the receiving piece 2, and the fitting portions 2C and 2E, the receiving piece 1 shifts from the elastic region to the plastic deformation region due to the nature of steel. Even when trying to do so, the receiving piece 1 is forcibly restrained, so that the space having the length (height) H serves to help prevent deformation or buckling.

次に、本発明の第3の特徴であるが、前記受けピース1の高さが45mm以上〜50mm以下であるため、前記吊り具TJとの連結を解除した後の作業は、従来の工法と違い、吊りピースの切断処理が不要になり、工事費、工期ともに短縮され且つ作業員の現場滞在時間が少なくなる。 Next, as a third feature of the present invention, since the height of the receiving piece 1 is 45 mm or more and 50 mm or less, the work after the connection with the hanging tool TJ is released is the same as that of the conventional method. The difference is that the cutting process of the hanging piece becomes unnecessary, both the construction cost and the construction period are shortened, and the worker's staying time at the site is reduced.

なお、従来は図14に示すように、通常の鉄骨Gの組立てでは、前記鉄骨Gを揚重するとき柱や梁等の前記鉄骨Gに鋼材でできた吊りピース22を溶接してシャックルSCを介して吊り上げているが、前記鉄骨Gの荒組立て後直ちに前記吊りピース22を切断する訳ではない。手順は鉄骨組み立て完了後本設のボルトを締め付けて倒壊のおそれがなくなった時点、また次の建設資材や仮設足場など配置される頃の切断作業となる。例えば、5階建てビルの上階で前記鉄骨Gに溶接した吊りピース22の切断作業を行うには、切断のガスボンベは地上にあり、切断トーチは地上数十mになり、ガスホースの引き回しだけでも大変な作業である。 Conventionally, as shown in FIG. 14, in the normal assembly of the steel frame G, when the steel frame G is lifted, the suspension piece 22 made of a steel material is welded to the steel frame G such as a column or a beam to form a shackle SC. Although it is lifted through the steel frame G, the hanging piece 22 is not cut immediately after the rough assembly of the steel frame G. The procedure is the cutting work when the main bolts are tightened after the steel frame assembly is completed and there is no risk of collapse, and when the next construction materials and temporary scaffolding are placed. For example, in order to cut the hanging piece 22 welded to the steel frame G on the upper floor of a five-story building, the cutting gas cylinder is on the ground, the cutting torch is several tens of meters above the ground, and the gas hose can be routed alone. It's a lot of work.

建設中の建物の上階で切断した前記吊りピース22の破材とはといえ、絶対に落下させてはならず、落下防止対策、切断火の粉養生など間接的な問題点が多くある。故に、本発明の突出高さが45mm以上〜50mm以下の前記吊りピース2で、かつ前記鉄骨Gに溶接された前記受けピース1との連結結合が脱着式であれば、前記の問題は全て解消される。更に作業員の現場滞在時間が短いことは、つまり危険作業に接する時間が短いということで、安全管理につながる大きな特徴でもある。 Even though the hanging piece 22 is broken from the upper floor of the building under construction, it must never be dropped, and there are many indirect problems such as fall prevention measures and cutting spark curing. Therefore, if the hanging piece 2 having a protruding height of 45 mm or more and 50 mm or less of the present invention and the connecting connection with the receiving piece 1 welded to the steel frame G is a detachable type, all the above problems are solved. Will be done. Furthermore, the short stay time of workers at the site, that is, the short contact time with dangerous work, is also a major feature that leads to safety management.

次に、本発明の第4の特徴であるが、建設現場で前記鉄骨Gの組立て中は足場の不安定な高所作業であるため、吊り治具も落下防止対策が必要である。通常は、作業員も道具も命綱を装備しており、もし道具が滑って手元から離れても落下を防止する対策をしている。本発明は、この落下防止対策として、前記吊り治具TJは前記シャックルSCと連結した状態で、前記鉄骨Gと連結した部分(前記受けピース1)の拘束(連結)を解除して前記鉄骨Gから切り離した時、前記吊り治具TJを構成している部品は脱落しない。 Next, as a fourth feature of the present invention, since the scaffolding is unstable at a high place during the assembly of the steel frame G at the construction site, the hanging jig also needs to take measures to prevent it from falling. Normally, both workers and tools are equipped with lifelines, and measures are taken to prevent them from falling even if the tools slip and move away from their hands. In the present invention, as a measure to prevent the fall, the hanging jig TJ is connected to the shackle SC, and the steel frame G is released from the restraint (connection) of the portion (the receiving piece 1) connected to the steel frame G. When separated from, the parts constituting the hanging jig TJ do not fall off.

詳述すると、前記押さえ板3Aを拘束する前記ボルトB、Bは前記添え板4のボルト頭部孔4R2A、4R2Bに各ボルト頭部BT、BTを装填(挿入)して半固定させ、各ボルト頭部孔4R2A、4R2Bと各ボルト頭部BT、BTとは緩みがないように、ほとんど隙間は設けず、また溶接で固定もしない。これは、何度も前記吊り治具TJを繰り返し使用するうちに、前記ボルトB、Bが損傷を受けて交換する時期が来た際に、該ボルトB、Bの交換が容易にできるように溶接で固定はしない。 More specifically, the bolts B and B that restrain the holding plate 3A are semi-fixed by loading (inserting) each bolt head BT and BT into the bolt head holes 4R2A and 4R2B of the attachment plate 4, and each bolt. There is almost no gap between the head holes 4R2A and 4R2B and the bolt heads BT and BT so that they are not loosened, and they are not fixed by welding. This is so that the bolts B and B can be easily replaced when it is time to replace the bolts B and B due to damage during repeated use of the hanging jig TJ. It is not fixed by welding.

そして、前記鉄骨Gから前記吊り治具TJを切り離す時は、前記吊り治具TJは前記シャックルSCと連結した状態で、締め付けていた各ナットN、Nを緩めて前記押さえ板3Aを取り外すが、前記ボルトB、Bの軸の先端に設けた前記ボルトピンBPがストッパーとなり、前記ナットN、Nや前記押さえ板3Aの脱落を防ぐことができる。なお、前記ストッパーとして前記ボルトピンBPとしたが、前記ナットN、Nが脱落しなければ他の機構でも良い。 Then, when the hanging jig TJ is separated from the steel frame G, the holding jig TJ is connected to the shackle SC, and the tightened nuts N and N are loosened to remove the holding plate 3A. The bolt pin BP provided at the tip of the shaft of the bolt B, B serves as a stopper, and the nut N, N and the holding plate 3A can be prevented from falling off. Although the bolt pin BP is used as the stopper, another mechanism may be used as long as the nuts N and N do not fall off.

以上、添付図面を参照しながら、本発明の実施態様について説明したが、上述の説明に基づいて当業者にとって種々の代替例、修正または変形が可能であり、本発明はその趣旨を逸脱しない範囲で前述の種々の代替例、修正または変形を包含するものである。 Although the embodiments of the present invention have been described above with reference to the accompanying drawings, various alternative examples, modifications or modifications can be made to those skilled in the art based on the above description, and the present invention does not deviate from the gist thereof. Incorporates the various alternatives, modifications or modifications described above.

1 受けピース
2 吊りピース
3A 押さえ板
3B スペーサ
4 添え板
5 固定板
6A 導入嵌合溝
6B 固定用嵌合溝
B ボルト
BP ボルトピン
N ナット
SC シャックル
SP シャックルピン
G 鉄骨
WD 溶接
H 長さ
1 Receiving piece 2 Suspension piece 3A Holding plate 3B Spacer 4 Attachment plate 5 Fixing plate 6A Introductory fitting groove 6B Fixing fitting groove B Bolt BP Bolt pin N Nut SC Shackle SP Shackle pin G Steel frame WD Welding H Length

鉄骨の揚重装置の正面図である。It is a front view of the steel frame lifting device. 図1を上から見た図である。FIG. 1 is a view of FIG. 1 from above. 図1の右側面図である。It is a right side view of FIG. 吊りピースを添え板とスペーサとで挟んだ状態で固定板と一体化した、受けピースと吊り治具との連結前の吊り治具の正面図である。It is a front view of the suspension jig before connecting the receiving piece and the suspension jig, in which the suspension piece is integrated with the fixing plate in a state of being sandwiched between the attachment plate and the spacer. 吊り治具を構成する受けピースの正面図である。It is a front view of the receiving piece which constitutes a hanging jig. 吊り治具を構成する吊りピースの正面図である。It is a front view of the hanging piece constituting a hanging jig. 吊り治具を構成する押さえ板とスペーサの正面図である。It is a front view of the holding plate and a spacer which make up a hanging jig. 吊り治具を構成する添え板の正面図である。It is a front view of the attachment plate which constitutes a hanging jig. 吊り治具を構成する一方の固定板の正面図である。It is a front view of one of the fixing plates constituting a hanging jig. 図1のX−X断面図であって、(a)は受けピースの嵌合前を示し、(b)は嵌合後を示す。In the cross-sectional view taken along the line XX of FIG. 1, (a) shows before fitting the receiving piece, and (b) shows after fitting. 本発明の鉄骨の揚重装置の使用実施例を示す図である。It is a figure which shows the use example of the steel frame lifting apparatus of this invention. 鉄骨を地面から建て起こす時の状態説明図である。It is a state explanatory diagram when a steel frame is erected from the ground. 従来の吊り金具を示す図で、(c)は正面図、(d)は側面図である。It is a figure which shows the conventional hanging metal fitting, (c) is a front view, (d) is a side view. 鉄骨を地面から建て起こす時の従来例の状態説明図である。It is a state explanatory view of the conventional example when a steel frame is erected from the ground.

前記鉄骨Gを吊り上げるための基本的な機構は、前記鉄骨Gに溶接された前記受けピース1と吊る側の吊り治具TJとから構成され、前記受けピース1と前記吊り治具TJとは着脱可能な可能である。そして、前記吊り治具TJは、前記吊りピース2、押さえ板3A、スペーサ3B、添え板4、一対の固定板5、5、ボルトB及びナットNから構成される。即ち、前記吊りピース2は他の部材、即ち前記押さえ板3A、スペーサ3B、前記添え板4及び一対の前記固定板5、5と共に前記吊り治具TJを構成し、この吊り治具TJと前記受けピース1とで上下に2分割されて連結したり、切り離したりすることができて、着脱可能な鉄骨の揚重装置を構成する。 The basic mechanism for lifting the steel frame G is composed of the receiving piece 1 welded to the steel frame G and the hanging jig TJ on the hanging side, and the receiving piece 1 and the hanging jig TJ are detached from each other. It is possible. The hanging jig TJ is composed of the hanging piece 2, the holding plate 3A, the spacer 3B, the attachment plate 4, the pair of fixing plates 5, 5, the bolt B, and the nut N. That is, the suspension piece 2 constitutes the suspension jig TJ together with other members, that is, the holding plate 3A, the spacer 3B, the attachment plate 4, and the pair of the fixing plates 5, 5, and the suspension jig TJ and the above. The receiving piece 1 is divided into upper and lower parts and can be connected or disconnected to form a detachable steel frame lifting device .

このような状態にした後、図11及び図12に示すように、建設現場において、クレーン等からの吊りワイヤーTWの連結具を前記鉄骨Gの溶接された2個の受けピース1にそれぞれ取り付けた前記シャックルSCに連結させて、前記クレーン等にて前記吊り治具TJ(及び前記受けピース1)を介して前記鉄骨Gを吊り上げて、所望の場所(位置)へと揚重して移動搬送し、作業者はこの搬送後において、前記吊り治具TJと前記シャックルSCとを連結させたまま、前記受けピース1と前記吊り治具TJとの結合を解いて分離させる。即ち、前記ナットN、Nの締め付けを緩めることにより、前記受けピース1と前記吊りピース2との連結を解除し、次の作業に備える。
After making such a state, as shown in FIGS. 11 and 12, at the construction site, the connecting jig of the suspension wire TW from the crane or the like was attached to the two welded receiving pieces 1 of the steel frame G, respectively. ligated to the shackle SC, by lifting the steel G via the hanging jig TJ (and the receiving piece 1) at the crane or the like, to move conveyed Agekasane to the desired location (position) After this transportation, the operator breaks the connection between the receiving piece 1 and the hanging jig TJ while keeping the hanging jig TJ and the shackle SC connected to separate the crane SC. That is, by loosening the tightening of the nuts N and N, the connection between the receiving piece 1 and the hanging piece 2 is released to prepare for the next operation.

上記の問題を解決するために第1の発明は、建設現場等において鉄骨を揚重するために用いる鉄骨の揚重装置であって、
前記鉄骨に溶接される受けピースと、この受けピースと着脱可能に連結すると共にシャックルを連結したクレーン等にて吊りワイヤーを介して前記鉄骨を吊り上げるための吊り治具とを備え、
前記吊り治具を前記受けピースと嵌合し合う嵌合溝を備えた吊りピースと、該吊りピースの一方の面を支承するための添え板と、その下部から上方に延びて開設された固定用嵌合溝内に上方向から前記吊りピースと嵌合する固定板と、前記吊りピースの他方の面を支承するための押さえ板と、前記添え板、前記吊りピース及び前記押さえ板に開設した孔内に挿通するボルト及び該ボルトが挿通した状態で締め付けするためのナットとで構成し、
前記鉄骨に溶接された前記受けピースと前記吊り治具の前記吊りピースとを連結した後に前記ナットを締め付けることにより前記受けピースと前記吊り治具とを固定する
ことを特徴とする。
In order to solve the above problems, the first invention is a steel frame lifting device used for lifting a steel frame at a construction site or the like.
It is provided with a receiving piece to be welded to the steel frame and a hanging jig for lifting the steel frame via a hanging wire by a crane or the like that is detachably connected to the receiving piece and connected to a shackle .
A hanging piece having a fitting groove for fitting the hanging jig to the receiving piece, a supporting plate for supporting one surface of the hanging piece, and a fixing provided extending upward from the lower portion thereof. A fixing plate that fits the hanging piece from above in the fitting groove, a holding plate for supporting the other surface of the hanging piece, and the attachment plate, the hanging piece, and the holding plate are provided. It consists of a bolt that is inserted into the hole and a nut that is tightened with the bolt inserted.
The receiving piece welded to the steel frame and the hanging piece of the hanging jig are connected, and then the nut is tightened to fix the receiving piece and the hanging jig. ..

第2の発明は、建設現場等において鉄骨を揚重するために用いる鉄骨の揚重装置であって、
前記鉄骨に溶接される受けピースと、この受けピースと着脱可能に連結すると共にシャックルを連結したクレーン等にて吊りワイヤーを介して前記鉄骨を吊り上げるための吊り治具とを備え、
前記吊り治具を前記受けピースと嵌合し合う嵌合溝を備えた吊りピースと、該吊りピースの一方の面を支承するための添え板と、その下部から上方に延びて開設された固定用嵌合溝内に上方向から前記吊りピースと嵌合する固定板と、前記吊りピース、前記添え板及び前記固定板を溶接により固定した状態で前記吊りピースの他方の面を支承するための押さえ板と、前記添え板、前記吊りピース及び前記押さえ板に開設した孔内に挿通するボルト及び該ボルトが挿通した状態で締め付けするためのナットとで構成し、
前記鉄骨に溶接された前記受けピースと前記吊り治具の前記吊りピースとを連結した後に前記ナットを締め付けることにより前記受けピースと前記吊り治具とを固定する
ことを特徴とする。
The second invention is a steel frame lifting device used for lifting a steel frame at a construction site or the like.
It is provided with a receiving piece to be welded to the steel frame and a hanging jig for lifting the steel frame via a hanging wire by a crane or the like that is detachably connected to the receiving piece and connected to a shackle.
A hanging piece having a fitting groove for fitting the hanging jig to the receiving piece, a supporting plate for supporting one surface of the hanging piece, and a fixing provided extending upward from the lower portion thereof. To support the fixing plate that fits the suspension piece from above in the fitting groove, and the other surface of the suspension piece in a state where the suspension piece, the attachment plate, and the fixing plate are fixed by welding. It is composed of a holding plate, a supporting plate, a hanging piece, a bolt to be inserted into a hole formed in the holding plate, and a nut for tightening with the bolt inserted.
The receiving piece welded to the steel frame and the hanging piece of the hanging jig are connected, and then the nut is tightened to fix the receiving piece and the hanging jig. ..

第3の発明は、建設現場等において鉄骨を揚重するために用いる鉄骨の揚重装置であって、
前記鉄骨に溶接される受けピースと、この受けピースと着脱可能に連結すると共にシャックルを連結したクレーン等にて吊りワイヤーを介して前記鉄骨を吊り上げるための吊り治具とを備え、
前記吊り治具を前記受けピースと嵌合し合う嵌合溝を備えた吊りピースと、該吊りピースの一方の面を支承するための添え板と、その下部から上方に延びて開設された固定用嵌合溝内に上方向から前記吊りピースと嵌合する固定板と、前記吊りピース、前記添え板及び前記固定板を溶接により固定した状態で前記吊りピースの他方の面を支承するための押さえ板と、前記添え板、前記吊りピース及び前記押さえ板に開設した孔内に挿通するボルト及び該ボルトが挿通した状態で締め付けするためのナットとで構成し、
前記押さえ板と前記添え板との間隔を前記受けピース1の厚さの2倍以上となるように前記ボルトに前記ナットを取り付けた状態とした前記吊り治具の前記吊りピースを前記鉄骨に溶接された前記受けピース連結した後に前記ナットを締め付けることにより前記受けピースと前記吊り治具とを固定する
ことを特徴とする。
The third invention is a steel frame lifting device used for lifting a steel frame at a construction site or the like.
It is provided with a receiving piece to be welded to the steel frame and a hanging jig for lifting the steel frame via a hanging wire by a crane or the like that is detachably connected to the receiving piece and connected to a shackle.
A hanging piece having a fitting groove for fitting the hanging jig to the receiving piece, a supporting plate for supporting one surface of the hanging piece, and a fixing provided extending upward from the lower portion thereof. To support the fixing plate that fits the suspension piece from above in the fitting groove, and the other surface of the suspension piece in a state where the suspension piece, the attachment plate, and the fixing plate are fixed by welding. It is composed of a holding plate, a supporting plate, a hanging piece, a bolt to be inserted into a hole formed in the holding plate, and a nut for tightening with the bolt inserted.
The hanging piece of the hanging jig with the nut attached to the bolt so that the distance between the holding plate and the attached plate is at least twice the thickness of the receiving piece 1 is welded to the steel frame. after connected to the receiving piece, which is characterized by fixing the jig hanging the said receiving piece by tightening the nut.

第4の発明は、第1乃至第3の発明において、前記受けピースと前記吊り治具とが連結した際に、前記吊りピースの両側面に位置する前記添え板の下端及び前記押さえ板の下端は、前記鉄骨と前記受けピースとの溶接のビードを避けるように上方に位置するような構成としたことを特徴とする。 The fourth invention is the lower end of the attachment plate and the lower end of the holding plate located on both side surfaces of the hanging piece when the receiving piece and the hanging jig are connected in the first to third inventions. Is characterized in that it is positioned upward so as to avoid a bead of welding between the steel frame and the receiving piece.

第5の発明は、第1乃至第3の発明において、前記ボルトが前記添え板、前記吊りピース及び前記押さえ板を挿通した後で、前記ナットを嵌合させた後に、前記ナットの落下を防止するためのボルトピンを前記ボルトに装着したことを特徴とする。 A fifth aspect of the present invention is the first to third inventions, in which the bolt prevents the nut from falling after the bolt inserts the attachment plate, the hanging piece and the holding plate, and then fits the nut. It is characterized in that a bolt pin for using the bolt is attached to the bolt.

第6の発明は、第1乃至第3の発明において、前記受けピースの高さを45mm以上〜50mm以下としたことを特徴とする。 The sixth invention is characterized in that, in the first to third inventions, the height of the receiving piece is 45 mm or more and 50 mm or less.

Claims (8)

建設現場等において鉄骨を揚重するために用いる鉄骨の揚重装置であって、
前記鉄骨に溶接される受けピースと、この受けピースと着脱可能に連結すると共にシャックルを連結したクレーン等にて吊りワイヤーを介して前記鉄骨を吊り上げるための吊り治具とから構成されることを特徴とする鉄骨の揚重装置。
A steel frame lifting device used to lift steel frames at construction sites, etc.
It is characterized by being composed of a receiving piece welded to the steel frame and a hanging jig for lifting the steel frame via a hanging wire by a crane or the like that is detachably connected to the receiving piece and connected to a shackle. Steel frame lifting device.
建設現場等において鉄骨を揚重するために用いる鉄骨の揚重装置であって、
前記鉄骨に溶接される受けピースと、この受けピースと着脱可能に連結すると共にシャックルを連結したクレーン等にて吊りワイヤーを介して前記鉄骨を吊り上げるための吊り治具とを備え、
前記吊り治具は前記シャックルと連結したままで、前記受けピースとの連結が解除できることを特徴とする鉄骨の揚重装置。
A steel frame lifting device used to lift steel frames at construction sites, etc.
It is provided with a receiving piece to be welded to the steel frame and a hanging jig for lifting the steel frame via a hanging wire by a crane or the like that is detachably connected to the receiving piece and connected to a shackle.
A steel frame lifting device characterized in that the hanging jig can be released from the connection with the receiving piece while being connected to the shackle.
建設現場等において鉄骨を揚重するために用いる鉄骨の揚重装置であって、
前記鉄骨に溶接される受けピースと、この受けピースと着脱可能に連結すると共にシャックルを連結したクレーン等にて吊りワイヤーを介して前記鉄骨を吊り上げるための吊り治具とを備え、
前記吊り治具を前記受けピースと嵌合し合う嵌合溝を備えた吊りピースと、該吊りピースの一方の面を支承するための添え板と、その下部から上方に延びて開設された固定用嵌合溝内に上方向から前記吊りピースと嵌合する固定板と、前記吊りピースの他方の面を支承するための押さえ板と、前記添え板、前記吊りピース及び前記押さえ板に開設した孔内に挿通するボルト及び該ボルトが挿通した状態で締め付けするためのナットとで構成し、
前記鉄骨に溶接された前記受けピースと前記吊り治具の前記吊りピースとを連結した後に前記ナットを締め付けることにより前記受けピースと前記吊り治具とを固定する
ことを特徴とする鉄骨の揚重装置。
A steel frame lifting device used to lift steel frames at construction sites, etc.
It is provided with a receiving piece to be welded to the steel frame and a hanging jig for lifting the steel frame via a hanging wire by a crane or the like that is detachably connected to the receiving piece and connected to a shackle.
A hanging piece having a fitting groove for fitting the hanging jig to the receiving piece, a supporting plate for supporting one surface of the hanging piece, and a fixing provided extending upward from the lower portion thereof. A fixing plate that fits the hanging piece from above in the fitting groove, a holding plate for supporting the other surface of the hanging piece, and the attachment plate, the hanging piece, and the holding plate are provided. It consists of a bolt that is inserted into the hole and a nut that is tightened with the bolt inserted.
Lifting of a steel frame, characterized in that the receiving piece and the hanging jig are fixed by tightening the nut after connecting the receiving piece welded to the steel frame and the hanging piece of the hanging jig. apparatus.
建設現場等において鉄骨を揚重するために用いる鉄骨の揚重装置であって、
前記鉄骨に溶接される受けピースと、この受けピースと着脱可能に連結すると共にシャックルを連結したクレーン等にて吊りワイヤーを介して前記鉄骨を吊り上げるための吊り治具とを備え、
前記吊り治具を前記受けピースと嵌合し合う嵌合溝を備えた吊りピースと、該吊りピースの一方の面を支承するための添え板と、その下部から上方に延びて開設された固定用嵌合溝内に上方向から前記吊りピースと嵌合する固定板と、前記吊りピース、前記添え板及び前記固定板を溶接により固定した状態で前記吊りピースの他方の面を支承するための押さえ板と、前記添え板、前記吊りピース及び前記押さえ板に開設した孔内に挿通するボルト及び該ボルトが挿通した状態で締め付けするためのナットとで構成し、
前記鉄骨に溶接された前記受けピースと前記吊り治具の前記吊りピースとを連結した後に前記ナットを締め付けることにより前記受けピースと前記吊り治具とを固定する
ことを特徴とする鉄骨の揚重装置。
A steel frame lifting device used to lift steel frames at construction sites, etc.
It is provided with a receiving piece to be welded to the steel frame and a hanging jig for lifting the steel frame via a hanging wire by a crane or the like that is detachably connected to the receiving piece and connected to a shackle.
A hanging piece having a fitting groove for fitting the hanging jig to the receiving piece, a supporting plate for supporting one surface of the hanging piece, and a fixing provided extending upward from the lower portion thereof. To support the fixing plate that fits the suspension piece from above in the fitting groove, and the other surface of the suspension piece in a state where the suspension piece, the attachment plate, and the fixing plate are fixed by welding. It is composed of a holding plate, a supporting plate, a hanging piece, a bolt to be inserted into a hole formed in the holding plate, and a nut for tightening with the bolt inserted.
Lifting of a steel frame, characterized in that the receiving piece and the hanging jig are fixed by tightening the nut after connecting the receiving piece welded to the steel frame and the hanging piece of the hanging jig. apparatus.
建設現場等において鉄骨を揚重するために用いる鉄骨の揚重装置であって、
前記鉄骨に溶接される受けピースと、この受けピースと着脱可能に連結すると共にシャックルを連結したクレーン等にて吊りワイヤーを介して前記鉄骨を吊り上げるための吊り治具とを備え、
前記吊り治具を前記受けピースと嵌合し合う嵌合溝を備えた吊りピースと、該吊りピースの一方の面を支承するための添え板と、その下部から上方に延びて開設された固定用嵌合溝内に上方向から前記吊りピースと嵌合する固定板と、前記吊りピース、前記添え板及び前記固定板を溶接により固定した状態で前記吊りピースの他方の面を支承するための押さえ板と、前記添え板、前記吊りピース及び前記押さえ板に開設した孔内に挿通するボルト及び該ボルトが挿通した状態で締め付けするためのナットとで構成し、
前記押さえ板と前記添え板との間隔を前記受けピース1の厚さの2倍以上となるように前記ボルトに前記ナットを取り付けた状態とした前記吊り治具の前記吊りピースを前記鉄骨に溶接された前記受けピースに連結した後に、前記ナットを締め付けることにより前記受けピースと前記吊り治具とを固定する
ことを特徴とする鉄骨の揚重装置。
A steel frame lifting device used to lift steel frames at construction sites, etc.
It is provided with a receiving piece to be welded to the steel frame and a hanging jig for lifting the steel frame via a hanging wire by a crane or the like that is detachably connected to the receiving piece and connected to a shackle.
A hanging piece having a fitting groove for fitting the hanging jig to the receiving piece, a supporting plate for supporting one surface of the hanging piece, and a fixing provided extending upward from the lower portion thereof. To support the fixing plate that fits the suspension piece from above in the fitting groove, and the other surface of the suspension piece in a state where the suspension piece, the attachment plate, and the fixing plate are fixed by welding. It is composed of a holding plate, a supporting plate, a hanging piece, a bolt to be inserted into a hole formed in the holding plate, and a nut for tightening with the bolt inserted.
The hanging piece of the hanging jig with the nut attached to the bolt so that the distance between the holding plate and the attached plate is at least twice the thickness of the receiving piece 1 is welded to the steel frame. A steel frame lifting device characterized in that the receiving piece and the hanging jig are fixed by tightening the nut after being connected to the receiving piece.
前記受けピースと前記吊り治具とが連結した際に、前記吊りピースの両側面に位置する前記添え板の下端及び前記押さえ板の下端は、前記鉄骨と前記受けピースとの溶接のビードを避けるように上方に位置するような構成としたことを特徴とする請求項3乃至5の何れかに記載の鉄骨の揚重装置。 When the receiving piece and the hanging jig are connected, the lower ends of the attachment plate and the lower end of the holding plate located on both side surfaces of the hanging piece avoid the bead of welding between the steel frame and the receiving piece. The steel frame lifting device according to any one of claims 3 to 5, wherein the steel frame lifting device is configured so as to be located above. 前記ボルトが前記添え板、前記吊りピース及び前記押さえ板を挿通した後で、前記ナットを嵌合させた後に、前記ナットの落下を防止するためのボルトピンを前記ボルトに装着したことを特徴とする請求項3乃至5の何れかに記載の鉄骨の揚重装置。 After the bolt has inserted the attachment plate, the suspension piece, and the holding plate, and then the nut has been fitted, a bolt pin for preventing the nut from falling is attached to the bolt. The steel frame lifting device according to any one of claims 3 to 5. 前記吊りピースの高さを45mm以上〜50mm以下としたことを特徴とする請求項3乃至5の何れかに記載の鉄骨の揚重装置。 The steel frame lifting device according to any one of claims 3 to 5, wherein the height of the hanging piece is 45 mm or more and 50 mm or less.
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JP2006117381A (en) * 2004-10-21 2006-05-11 Sumitomo Kinzoku Kozan Siporex Kk Lifting anchor and lifting method
JP2011089325A (en) * 2009-10-23 2011-05-06 Jgc Corp Installation method for suspendingly setting type structure, and installation jig used for the same
JP2014047493A (en) * 2012-08-30 2014-03-17 Uk Kogyo:Kk Shaped steel lift structure

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US6334286B1 (en) * 1996-09-30 2002-01-01 Sergio Zambelli Device for lifting prefabricated components, particularly made of concrete, or the like
JPH10245894A (en) * 1997-03-07 1998-09-14 Sekisui Chem Co Ltd Wall panel, building unit, and suspending method of building unit
US20050017521A1 (en) * 2001-09-05 2005-01-27 Lawley Derek Trent Orientation apparatus
JP2006117381A (en) * 2004-10-21 2006-05-11 Sumitomo Kinzoku Kozan Siporex Kk Lifting anchor and lifting method
JP2011089325A (en) * 2009-10-23 2011-05-06 Jgc Corp Installation method for suspendingly setting type structure, and installation jig used for the same
JP2014047493A (en) * 2012-08-30 2014-03-17 Uk Kogyo:Kk Shaped steel lift structure

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