JP5410322B2 - Structure building method and structure building jig used therefor - Google Patents

Structure building method and structure building jig used therefor Download PDF

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JP5410322B2
JP5410322B2 JP2010028303A JP2010028303A JP5410322B2 JP 5410322 B2 JP5410322 B2 JP 5410322B2 JP 2010028303 A JP2010028303 A JP 2010028303A JP 2010028303 A JP2010028303 A JP 2010028303A JP 5410322 B2 JP5410322 B2 JP 5410322B2
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building
suspension
steel
hollow space
work unit
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JP2011163036A (en
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司 上村
宏之 畑中
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IHI Transport Machinery Co Ltd
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本発明は、建物の中心部にある中空空間の中に建物の建築に同期して構造体を建造する造体建造方法に係る。特に、構造体を建造するために用いる治具の構造とその用い方に特徴のある造体建造方法に関する。   The present invention relates to a structure building method for building a structure in a hollow space in the center of a building in synchronization with the building construction. In particular, the present invention relates to a structure of a jig used for constructing a structure and a structure construction method characterized by its usage.

建物が上から見て中心部に上下方向に長い中空空間を形成し、その中空空間に他の構造体を建造したい場合がある。
例えば、車両を駐車させるために駐車装置を建物の中空空間に納める。
駐車装置には、機械式駐車装置と自走式駐車装置とがある。
機械式駐車装置は、構造体と構造体に内蔵される駐車機構とで構成される。
自走式駐車装置は、構造体と構造体に内蔵される自走用車路とで構成される。
例えば、機械式駐車装置の採用する駐車機構は、メリーゴーランド方式駐車機構、エレベータ方式駐車機構、エレベータ・スライド方式駐車機構、平面往復方式駐車機構、搬送格納方式駐車機構、二段方式・多段方式駐車機構がある。
例えば、メリーゴーランド方式駐車機構では、上下に配された1対のスプロケットに掛け渡されたチェーンに所定の間隔で吊られたケージに車両を駐車させる。電動機がスプロケットを回転駆動し、複数の駐車空間がチェーンの軌跡に沿って循環移動する。
例えば、エレベータ方式駐車機構では、垂直になった昇降路に沿って上下方向に多段の駐車空間を配し、車両を載せたケージを昇降路の中に昇降させて、車両をケージから駐車空間に移載し、駐車させる。電動機は、ケージを吊るケーブルを巻上げ、巻き下げする。さらに、他の電動機が、車両をケージと駐車空間との間で移動させる。
例えば、エレベータ・スライド方式駐車機構では、駐車空間を垂直方向と水平方向に多段に配列し、車両を搬送台車に乗せて入出庫空間と駐車空間の横との間で搬送し、車両を搬送台車と駐車空間との間で移載する。電動機が、搬送台車を移動させる。他の電動機が、車両を搬送台車と駐車空間との間で移動させる。
例えば、平面往復方式駐車機構では、駐車空間を水平に配列し、搬送台車が車両を入出庫空間と駐車空間の横との間で搬送し、車両を搬送台車と駐車空間との間で移載する。電動機が、搬送台車を移動させる。車両を搬送台車と駐車空間との間で移動させる。
例えば、運搬格納方式駐車機構では、車両を載せる複数のパレットを碁盤目状に配列し、複数のパレットを水平方向に循環できる。電動機が複数のパレットを間欠的に循環する。
例えば、多段方式駐車機構では、車両を載せる複数のパレットを多段に重ねる。
上記の機械式駐車の建造では、最初に構造体を建造し、構造体に駐車機構を内蔵させる。
構造体は、各種の建造資材を組み立てられてできている。
建造資材には、鉄骨柱、水平梁、斜材、他がある。
There is a case in which a building forms a hollow space that is long in the vertical direction in the center as viewed from above, and another structure is desired to be built in the hollow space.
For example, a parking device is placed in a hollow space of a building in order to park the vehicle.
The parking device includes a mechanical parking device and a self-propelled parking device.
The mechanical parking apparatus includes a structure and a parking mechanism built in the structure.
The self-propelled parking apparatus is composed of a structure and a self-propelled roadway built in the structure.
For example, the parking mechanism adopted by the mechanical parking device is a merry-go-round parking mechanism, an elevator parking mechanism, an elevator / sliding parking mechanism, a plane reciprocating parking mechanism, a transport storage parking mechanism, a two-stage / multi-stage parking mechanism. There is.
For example, in the merry-go-round parking mechanism, the vehicle is parked in a cage suspended at a predetermined interval on a chain spanned by a pair of upper and lower sprockets. The electric motor rotationally drives the sprocket, and a plurality of parking spaces circulate along the chain trajectory.
For example, in an elevator system parking mechanism, a multistage parking space is arranged vertically along a vertical hoistway, and a cage on which the vehicle is placed is moved up and down in the hoistway to move the vehicle from the cage to the parking space. Transfer and park. The electric motor winds up and down the cable that suspends the cage. Furthermore, another electric motor moves the vehicle between the cage and the parking space.
For example, in an elevator / slide parking mechanism, parking spaces are arranged in multiple stages in the vertical and horizontal directions, the vehicle is placed on a transport carriage and transported between the entry / exit space and the side of the parking space, and the vehicle is transported on the transport carriage. And transfer between the parking space. An electric motor moves the transport cart. Another electric motor moves the vehicle between the transport carriage and the parking space.
For example, in the plane reciprocating parking mechanism, the parking space is arranged horizontally, the transport cart transports the vehicle between the entry / exit space and the side of the parking space, and the vehicle is transferred between the transport cart and the parking space. To do. An electric motor moves the transport cart. The vehicle is moved between the transport carriage and the parking space.
For example, in the transport and storage system parking mechanism, a plurality of pallets on which the vehicle is placed can be arranged in a grid pattern, and the plurality of pallets can be circulated in the horizontal direction. An electric motor circulates through a plurality of pallets intermittently.
For example, in a multistage parking mechanism, a plurality of pallets on which vehicles are placed are stacked in multiple stages.
In the construction of the mechanical parking described above, a structure is first constructed, and a parking mechanism is built in the structure.
The structure is made of various building materials.
Building materials include steel columns, horizontal beams, diagonal materials, and others.

従来の構造体の建造では、建物の中空空間が完成した後で、中空空間の中に建造資材を搬入して組み立てて構造体を完成させ、構造体の内部に駐車機構を内蔵させる。
したがって、建物の建築が終了した後で、駐車装置の建造が終了することがあった。
建物と駐車装置との全体工程のさらなる短縮が希望されている。
In the construction of a conventional structure, after a hollow space of a building is completed, building materials are carried into the hollow space and assembled to complete the structure, and a parking mechanism is built in the structure.
Therefore, after the construction of the building is completed, the construction of the parking device may be completed.
There is a demand for further shortening of the entire process of building and parking equipment.

本発明は以上に述べた問題点に鑑み案出されたもので、簡易な手順により中空空間を持つ建物の中空空間に構造物を建造する構造物建造方法とそれに用いる治具を提供しようとする。   The present invention has been devised in view of the above-described problems, and intends to provide a structure construction method for constructing a structure in a hollow space of a building having a hollow space by a simple procedure and a jig used therefor. .

上記目的を達成するため、本発明に係る上下方向に長い中空空間を囲う様に設けられ上下方向に沿って所定の間隔を隔てて多段に重なった複数の建築梁を持つ建物の建築に同期して中空空間に構造体を建造する構造体建造方法を、中空空間を跨いで建築梁に両端を脱着可能に固定できる梁状の構造体であって吊り用の金具である吊り金具を設けられる少なくとも2本の鉄骨上架用吊りビームと荷役用牽引索と荷役用牽引索を巻上げ又巻下げする巻上機構とを準備し、完成予定の構造体を高さ方向に沿って複数の層に仮に分ける準備工程と、建築途中の建物の高さが所定の層の高さを越えたときに中空空間を跨いで水平にした少なくとも2本の前記鉄骨上架用吊りビームの両端を所定の層の高さにある特定の建築梁である特定建築梁に固定する鉄骨上架用吊りビーム据え付け工程と、前記巻上機構により前記荷役用牽引索を巻上げ又巻下げして前記吊り金具を吊り点とし吊り上げた構造体の建造資材を組み付けて構造体の所定の層に対応する部分を建造する構造体組み付け工程と、を備え、前記鉄骨上架用吊りビーム据え付け工程と架構組み付け工程とを交互に繰り返して下の層から上の層へ順次に建造資材を組み付けて構造体を完成させる、ものとした。   In order to achieve the above-mentioned object, the present invention is synchronized with the construction of a building having a plurality of building beams provided in a manner to surround a long hollow space in the vertical direction and stacked in multiple stages at predetermined intervals along the vertical direction. A structure construction method for constructing a structure in a hollow space is a beam-shaped structure that can be fixed to a building beam across the hollow space in a detachable manner, and at least a hanging bracket that is a hanging bracket is provided. Prepare two suspension beams for steel frame, cargo handling tow rope and hoisting mechanism to wind up and lower cargo handling tow rope, and tentatively divide the structure to be completed into multiple layers along the height direction The height of the predetermined layer is set at both ends of the preparation process and at least two of the suspension beams for the steel frame that are placed horizontally across the hollow space when the height of the building in the middle of the building exceeds the height of the predetermined layer. Fix to a specific building beam that is a specific building beam in Suspension beam installation process for bone suspension and the construction material of the structure that is lifted and lowered by lifting and lowering the tow rope for cargo handling by the hoisting mechanism and using the suspension bracket as a suspension point is assembled into a predetermined layer of the structure A structure assembling step for constructing a corresponding part, and by alternately repeating the above-described suspension beam installation step for the steel frame and the frame assembling step, the building material is assembled sequentially from the lower layer to the upper layer. To complete.

上記本発明の構成により、中空空間を跨いで建築梁に両端を脱着可能に固定できる梁状の構造体であって吊り用の金具である吊り金具を設けられる少なくとも2本の鉄骨上架用吊りビームと荷役用牽引索と荷役用牽引索を巻上げ又巻下げする巻上機構とを準備する。
完成予定の構造体を高さ方向に沿って複数の層に仮に分ける。鉄骨上架用吊りビーム据え付け工程で、建築途中の建物の高さが所定の層の高さを越えたときに中空空間を跨いで水平にした少なくとも2本の前記鉄骨上架用吊りビームの両端を所定の層の高さにある特定の建築梁である特定建築梁に固定する。構造体組み付け工程で、前記巻上機構により前記荷役用牽引索を巻上げ又巻下げして前記吊り金具を吊り点とし吊り上げた構造体の建造資材を組み付けて構造体の所定の層に対応する部分を建造する。上記の工程を交互に繰り返して下の層から上の層へ順次に建造資材を組み付けて構造体を完成させる。
その結果、建物の建築の完了を待たずに構造体の所定の層に対応する部分を建造でき、建物の建築の進行状況に応じて構造体の複数の層に対応する部分を順に建造して構造体を建造できる。
According to the above-described configuration of the present invention, at least two suspension beams for overhanging a steel frame provided with suspension brackets, which are beam-like structures that can be detachably fixed to a building beam across a hollow space and are suspension brackets. And a hoisting rope for hoisting and lowering the hoisting rope for loading and unloading.
The structure to be completed is temporarily divided into a plurality of layers along the height direction. In the steel beam suspension beam installation process, when the height of a building in the middle of construction exceeds the height of a predetermined layer, both ends of at least two steel beam suspension beams that have been leveled across the hollow space are predetermined. It is fixed to a specific building beam that is a specific building beam at the height of the layer. A part corresponding to a predetermined layer of the structure by assembling the construction material of the structure that is lifted or lowered by the hoisting mechanism with the hoisting mechanism and being lifted with the suspension bracket as a suspension point in the structure assembling step Build. By repeating the above steps alternately, building materials are assembled sequentially from the lower layer to the upper layer to complete the structure.
As a result, a part corresponding to a predetermined layer of the structure can be built without waiting for the completion of the building of the building, and a part corresponding to a plurality of layers of the structure is built in order according to the progress of the building construction of the building. You can build structures.

以下に、本発明の実施形態に係る構造体建造方法を説明する。本発明は、以下に記載した実施形態のいずれか、またはそれらの中の二つ以上が組み合わされた態様を含む。   The structure construction method according to the embodiment of the present invention will be described below. The present invention includes any of the embodiments described below, or a combination of two or more of them.

本発明の実施形態に係る構造体建造方法は、前記準備工程は、2本の前記鉄骨上架用吊りビームに各々に2本づつ一端を連結した少なくとも4本の作業用ユニット用牽引索と4本の前記作業ユニット用牽引索にぶら下がり昇降できる作業員の作業用の作業ユニットとを準備し、前記構造体組み付け工程は、作業員が少なくとも2本の前記鉄骨上架用吊りビームから各々2本づつ垂れ下がった4本の前記作業ユニット用牽引索にぶら下がり中空空間の中を昇降する前記作業ユニットに乗って前記巻上機構により前記荷役用牽引索を巻上げ又巻下げして前記吊り金具を吊り点とし吊り上げた建造資材を組み付けて構造体の所定の層に対応する部分を建造する。
上記の実施形態の構成により、2本の前記鉄骨上架用吊りビームに各々に2本づつ一端を連結した少なくとも4本の作業用ユニット用牽引索と4本の前記作業ユニット用牽引索にぶら下がり昇降できる作業員の作業用の作業ユニットとを準備する。前記架構組み付け工程で、作業員が少なくとも2本の前記鉄骨上架用吊りビームから各々2本づつ垂れ下がった4本の前記作業ユニット用牽引索にぶら下がり中空空間の中を昇降する前記作業ユニットに乗って前記巻上機構により前記荷役用牽引索を巻上げ又巻下げして前記吊り金具を吊り点とし吊り上げた建造資材を組み付けて構造体の所定の層に対応する部分を建造する。
その結果、作業員の安全を確保しつつ、段取りよく構造体の所定の層に対応する部分を建造できる。
In the structure construction method according to an embodiment of the present invention, in the preparation step, at least four working unit tow ropes and two at least one end connected to the two steel beam suspension beams, respectively. A work unit for work of a worker who can hang up and down on the work unit towline, and in the assembly process, the worker hangs down from each of at least two suspension beams for the steel frame. The four handling unit tow ropes hang on the work unit that moves up and down in the hollow space, and the hoisting mechanism lifts and unloads the cargo handling tow rope and lifts the suspension bracket as a suspension point. The part corresponding to the predetermined layer of the structure is built by assembling the building materials.
According to the configuration of the above-described embodiment, at least four working unit tow ropes, one of which is connected to each of the two steel beam suspension beams, and the four working unit tow ropes are lifted and lowered. Prepare a working unit for working workers. In the frame assembling step, an operator rides on the work unit that is hung up and down in the hollow space by hanging from at least two of the suspension beams for suspension on the steel frame, respectively, to the four work unit tow ropes hanging from each other. A part corresponding to a predetermined layer of the structure is constructed by assembling a construction material that is hoisted and lowered by the hoisting mechanism with the hoisting mechanism and hoisting the hoisting rope for the cargo handling.
As a result, it is possible to construct a portion corresponding to a predetermined layer of the structure with good setup while ensuring the safety of the worker.

本発明の実施形態に係る構造体建造方法は、前記作業ユニットは作業ユニット本体と該作業ユニット本体に連結され前記作業用ユニット用牽引索を巻き掛けて下方へ繰り込みまたは上方へ繰り出すことをできる機械である牽引索ワインダーとを有し、前記鉄骨上架用吊りビーム据え付け工程は、前記作業ユニットを建造資材を搬入するために中空空間の下部に設けられた乗込面に置いて前記鉄骨上架用吊りビームを前記特定建築梁の高さまで持ち上げるのに応じて前記牽引索ワインダーから前記作業用ユニット用牽引索を上方へ繰り出す。
上記の実施形態の構成により、前記作業ユニットの牽引索ワインダーが、該作業ユニット本体に連結され前記作業用ユニット用牽引索を巻き掛けて下方へ繰り込みまたは上方へ繰り出すことをできる。前記鉄骨上架用吊りビーム据え付け工程で、前記作業ユニットを建造資材を搬入するために中空空間の下部に設けられた乗込面に置いて前記鉄骨上架用吊りビームを前記特定建築梁の高さまで持ち上げるのに応じて前記牽引索ワインダーから前記作業用ユニット用牽引索を上方へ繰り出す。
その結果、前記作業用ユニット用牽引索を建物や構造物にからませることなく、効率よく前記鉄骨上架用吊りビームを設置できる。
In the structure building method according to an embodiment of the present invention, the work unit is connected to the work unit main body and the work unit main body, and the work unit pulling rope is wound around to be drawn downward or extended upward. In the steel beam suspension beam installation step, the work unit is placed on a boarding surface provided at a lower portion of a hollow space for carrying construction materials, and the steel frame suspension beam is installed. As the beam is raised to the height of the specific building beam, the working unit tow line is fed upward from the tow rope winder.
With the configuration of the above-described embodiment, the towing rope winder of the working unit can be connected to the working unit main body and wound around the working unit towing rope to be drawn downward or to be drawn upward. In the steel beam suspension beam installation step, the work unit is placed on a boarding surface provided in a lower part of a hollow space to carry the building material and the steel beam suspension beam is raised to the height of the specific building beam. In response to this, the working unit tow rope is fed upward from the tow rope winder.
As a result, it is possible to efficiently install the steel beam suspension beam without entanglement of the working unit tow rope in a building or structure.

本発明の実施形態に係る構造体建造方法は、前記鉄骨上架用吊りビームは梁部材と前記梁部材の両端に脱着可能に各々に固定される1対の鉄骨上架用吊りビーム設置用治具とを有し、前記鉄骨上架用吊りビーム据え付け工程は、2個のハンドリフタで1対の前記鉄骨上架用吊りビーム設置用治具を各々に支持して前記特定建築梁の建築梁上面を移動し前記特定建築梁の建築梁上面に位置決めする。
上記の実施形態の構成により、前記鉄骨上架用吊りビームの1対の鉄骨上架用吊りビーム設置用治具が、前記梁部材の両端に脱着可能に各々に固定される。前記鉄骨上架用吊りビーム据え付け工程で、2個のハンドリフタで1対の前記鉄骨上架用吊りビーム設置用治具を各々に支持して前記特定建築梁の建築梁上面を移動し前記特定建築梁の建築梁上面に位置決めする。
その結果、簡易な作業道具により前記鉄骨上架用吊りビームを建物の建築梁に設置できる。
In the structure construction method according to the embodiment of the present invention, the steel beam suspension beam includes a beam member and a pair of steel beam suspension beam installation jigs that are detachably fixed to both ends of the beam member. The steel beam suspension beam installation step includes two hand lifters, each supporting a pair of steel beam suspension beam installation jigs and moving the building beam upper surface of the specific building beam. Position on the upper surface of a specific building beam.
With the configuration of the above embodiment, a pair of steel beam suspension beam installation jigs of the steel beam suspension beam is fixed to both ends of the beam member in a detachable manner. In the step of installing the steel beam suspension beam, the pair of steel beam suspension beam installation jigs are supported by the two hand lifters, respectively, and the upper surface of the specific building beam is moved to move the specific building beam. Position on top of building beam.
As a result, the above-described steel beam suspension beam can be installed on a building beam of a building with a simple work tool.

上記目的を達成するため、本発明に係る上から見て中心部に形成される上下方向に長い中空空間を囲う様に設けられ上下方向に沿って所定の間隔で多段になった複数の建築梁を持つ建物の建築に同期して中空空間に構造体を建造する構造体建造に用いる構造体建造治具を、中空空間を跨いで建築梁に両端を脱着可能に固定できる一対の固定部と一対の前記固定部を繋ぐ長手部とを各々に持ち吊り用の金具である吊り金具を各々に設けられる2本の鉄骨上架用吊りビームと、荷役用牽引索と、荷役用牽引索を巻上げ又巻下げする巻上機構と、2本の前記鉄骨上架用吊りビームに各々に2本づつ一端を連結した少なくとも4本の作業用ユニット用牽引索と、4本の前記作業ユニット用牽引索にぶら下がり昇降できる作業員の作業用の作業ユニットと、を備え、前記巻上機構により前記荷役用牽引索を巻上げ又巻下げして前記吊り金具を吊り点とし建造資材を吊り上げることをできるものとした。   To achieve the above object, the present invention provides a plurality of building beams that are provided so as to surround a hollow space that is long in the vertical direction and that is formed at the center when viewed from above, and are multi-staged at predetermined intervals along the vertical direction. A structure construction jig for constructing a structure in a hollow space in synchronization with the construction of a building having a pair of fixing parts and a pair of fixing parts that can be detachably fixed to a building beam across the hollow space Each of the two suspension beams for lifting the steel frame, the towing rope for loading and unloading, and the hoisting rope for cargo handling are wound up or wound. A hoisting mechanism to be lowered, at least four working unit tow ropes connected to each of the two steel beam suspension beams, and a lift and lowering hanging from the four work unit tow ropes Working unit for working workers The provided and shall be able to be lifting the building materials and point hanging the hanger and lower Matamaki winding the tow for the handling by the winding mechanism.

上記本発明の構成により、鉄骨上架用吊り治具は、上から見て中心部に形成される上下方向に長い中空空間を囲う様に設けられ上下方向に沿って所定の間隔を隔てて多段に重なった複数の建築梁を持つ建物の建築に同期して中空空間に構造体を建造するのに用いるものである。2本の鉄骨上架用吊りビームは、中空空間を跨いで建築梁に両端を脱着可能に固定できる一対の固定部と一対の前記固定部を繋ぐ長手部とを持ち吊り用の金具である吊り金具を設けられる。巻上機構は、荷役用牽引索を巻上げ又巻下げする。少なくとも4本の作業用ユニット用牽引索が、2本の前記鉄骨上架用吊りビームに各々に2本づつ一端を連結する。作業員の作業用の作業ユニットが、4本の前記作業ユニット用牽引索にぶら下がり昇降できる。前記巻上機構により前記荷役用牽引索を巻上げ又巻下げして前記吊り金具を吊り点とし建造資材を吊り上げることをできる。
その結果、作業員の安全を確保しつつ、段取りよく構造体を建造できる。
According to the configuration of the present invention, the steel frame suspension jig is provided so as to surround a hollow space that is long in the vertical direction formed in the central portion when viewed from above, and is multi-staged at predetermined intervals along the vertical direction. It is used to construct a structure in a hollow space in synchronization with the construction of a building having a plurality of overlapping building beams. The two steel beam suspension beams have a pair of fixing parts that can be fixed to the building beam across the hollow space in a detachable manner and a longitudinal part that connects the pair of fixing parts. Is provided. The hoisting mechanism winds or unloads the tow rope for cargo handling. At least four working unit tow ropes connect one end of each of the two suspension beams to the two steel beam suspension beams. A work unit for work of a worker can be lifted and lowered by hanging on the four work unit tow ropes. The hoisting mechanism can be lifted or lowered by the hoisting mechanism, and the construction material can be lifted by using the hanging bracket as a suspending point.
As a result, it is possible to construct a structure with good setup while ensuring the safety of workers.

以上説明したように、本発明に係る構造体建造方法とそれに用いる構造体建造治具は、その構成により、以下の効果を有する。
完成予定の構造体を高さ方向に沿って複数の層に仮に分け、建築途中の建物の高さが所定の層の高さを越えたときに中空空間を跨いで水平にした少なくとも2本の前記鉄骨上架用吊りビームの両端を特定建築梁に固定し、前記巻上機構により前記荷役用牽引索を巻上げ又巻下げして前記吊り金具を吊り点とし吊り上げた建造資材を組み付けて構造体の所定の層に対応する部分を建造することを交互に繰り返す様にしたので、建物の建築の終了を待たずに構造体の所定の層に対応する部分を建造でき、建物の建築の進行状況に応じて構造体の複数の層に対応する部分を順に建造して構造体を建造できる。
また、2本の前記鉄骨上架用吊りビームから垂れ下がった4本の前記作業ユニット用牽引索にぶら下がり中空空間の中を昇降する前記作業ユニットを使用し、作業員が前記作業ユニットにのって吊り点とし吊り上げた建造資材を組み付けて構造体の所定の層に対応する部分を建造する様にしたので、作業員の安全を確保しつつ、段取りよく構造体の所定の層に対応する部分を建造できる。
また、作業ユニット本体に連結された牽引索ワインダーが前記作業用ユニット用牽引索を巻き掛けて下方へ繰り込みまたは上方へ繰り出し、前記作業ユニットを前記乗込面に置いて前記鉄骨上架用吊りビームを前記特定建築梁の高さまで持ち上げるのに応じて前記牽引索ワインダーから前記作業ユニット用牽引索を上方へ繰り出す様にしたので、前記作業ユニット牽引索を建物や構造物にからませることなく、効率よく前記鉄骨上架用吊りビームを設置できる。
また、1対の鉄骨上架用吊りビーム設置用治具を前記梁部材の両端に脱着可能に各々に固定し、ハンドリフタで1対の前記鉄骨上架用吊りビーム設置用治具を各々に支持して建築梁上面に位置決めする様にしたので、簡易な作業道具により前記鉄骨上架用吊りビームを建物の建築梁に設置できる。
また、作業員が少なくとも2本の前記鉄骨上架用吊りビームから各々に2つづつ垂れ下がった4本の前記作業ユニット用牽引索にぶら下がり中空空間の中を昇降する前記作業ユニットに乗って前記巻上機構により前記荷役用牽引索を巻上げ又巻下げして前記吊り金具を吊り点とし吊り上げた建造資材を組み付けて構造体を建造できる様にしたので、作業員の安全を確保しつつ、段取りよく構造体を建造できる。
従って、簡易な手順により中空空間を持つ建物の中空空間に構造物を建造する構造物建造方法とそれに用いる治具を提供できる。
As described above, the structure building method according to the present invention and the structure building jig used therefor have the following effects depending on the configuration.
The structure to be completed is temporarily divided into a plurality of layers along the height direction, and when the height of the building in the middle of the building exceeds the height of the predetermined layer, at least two horizontally across the hollow space Both ends of the steel beam suspension beam are fixed to a specific building beam, and the construction material is lifted and lowered by the hoisting mechanism using the hoisting mechanism and the hoisting bracket is used as a suspension point. Since the construction corresponding to the predetermined layer is repeated alternately, the part corresponding to the predetermined layer of the structure can be built without waiting for the completion of the building construction, Accordingly, the structure can be constructed by sequentially constructing portions corresponding to a plurality of layers of the structure.
In addition, the working unit is hung on the four working unit tow ropes suspended from the two steel beam suspension beams, and is lifted and lowered in the hollow space, and an operator hangs on the working unit. The parts corresponding to the predetermined layer of the structure are built by assembling the construction materials that are lifted as points, so that the part corresponding to the predetermined layer of the structure is built well while ensuring the safety of workers. it can.
Further, a tow rope winder connected to the work unit main body wraps the work unit tow rope and retracts it downwards or upwards, and places the work unit on the loading surface to suspend the suspension beam for the steel frame suspension. As the working unit tow line is extended from the towing rope winder upward as it is raised to the height of the specific building beam, the work unit towing line is efficiently entangled without being entangled in the building or structure. The steel beam suspension beam can be installed.
A pair of steel beam suspension beam installation jigs are detachably fixed to both ends of the beam member, and a pair of the steel beam suspension beam installation jigs are supported by the hand lifter. Since the positioning is performed on the upper surface of the building beam, the suspension beam for the steel frame can be installed on the building beam of the building with a simple work tool.
Further, the operator hangs on the work unit that lifts and lowers in the hollow space by hanging from the at least two suspension beams for the steel frame suspension on the four work unit tow ropes, each hanging from the suspension beam. The structure can be constructed by assembling the construction material that is lifted or lowered by the mechanism and assembled with the lifting bracket as a suspending point, so that the safety of workers is secured and the structure is well-planned You can build your body.
Therefore, it is possible to provide a structure construction method for constructing a structure in a hollow space of a building having a hollow space by a simple procedure and a jig used therefor.

本発明の実施形態に係る構造体建造方法の正面図その1である。It is the front view 1 of the structure construction method which concerns on embodiment of this invention. 本発明の実施形態に係る構造体建造方法の正面図その2である。It is the front view 2 of the structure construction method which concerns on embodiment of this invention. 本発明の実施形態に係る構造体建造方法の正面図その3である。It is the front view 3 of the structure construction method which concerns on embodiment of this invention. 本発明の実施形態に係る構造体建造方法のA−A矢視図である。It is an AA arrow directional view of the structure construction method concerning the embodiment of the present invention. 本発明の実施形態に係る構造体建造方法のB−B矢視図である。It is a BB arrow line view of a structure construction method concerning an embodiment of the present invention. 本発明の実施形態に係る構造体建造方法の平面拡大図である。It is a plane enlarged view of the structure construction method concerning the embodiment of the present invention. 本発明の実施形態に係る構造体建造方法の正面拡大図である。It is a front enlarged view of the structure construction method concerning the embodiment of the present invention. 本発明の実施形態に係る構造体建造方法の正面図その4である。It is the front view 4 of the structure construction method which concerns on embodiment of this invention. 本発明の実施形態に係る構造体建造方法の手順図である。It is a procedure figure of the structure construction method concerning the embodiment of the present invention. 本発明の実施形態に係る構造体建造方法の作用説明図である。It is operation | movement explanatory drawing of the structure construction method which concerns on embodiment of this invention.

以下、本発明を実施するための形態を、図面を参照して説明する。   Hereinafter, embodiments for carrying out the present invention will be described with reference to the drawings.

最初に、本発明の実施形態にかかる構造体建造方法とそれに用いる構造体建造治具を説明する。
図1は、本発明の実施形態に係る構造体建造方法の正面図その1である。図2は、本発明の実施形態に係る構造体建造方法の正面図その2である。図3は、本発明の実施形態に係る構造体建造方法の正面図その3である。図4は、本発明の実施形態に係る構造体建造方法のA−A矢視図である。図5は、本発明の実施形態に係る構造体建造方法のB−B矢視図である。図6は、本発明の実施形態に係る構造体建造方法の平面拡大図である。図7は、本発明の実施形態に係る構造体建造方法の正面拡大図である。図8は、本発明の実施形態に係る構造体建造方法の正面図その4である。図9は、本発明の実施形態に係る構造体建造方法の手順図である。図10は、本発明の実施形態に係る構造体建造方法の作用説明図である。
以下では、説明の便宜上、構造体と内蔵機構とで構成される隣り合った2組の駐車装置を建造する場合を例に、説明する。
First, a structure construction method according to an embodiment of the present invention and a structure construction jig used therefor will be described.
FIG. 1 is a front view 1 of a structure construction method according to an embodiment of the present invention. FIG. 2 is a front view 2 of the structure construction method according to the embodiment of the present invention. FIG. 3 is a front view 3 of the structure construction method according to the embodiment of the present invention. FIG. 4 is an AA arrow view of the structure construction method according to the embodiment of the present invention. FIG. 5 is a BB arrow view of the structure construction method according to the embodiment of the present invention. FIG. 6 is an enlarged plan view of the structure construction method according to the embodiment of the present invention. FIG. 7 is an enlarged front view of the structure construction method according to the embodiment of the present invention. FIG. 8 is a front view 4 of the structure construction method according to the embodiment of the present invention. FIG. 9 is a procedure diagram of the structure construction method according to the embodiment of the present invention. FIG. 10 is an operation explanatory diagram of the structure construction method according to the embodiment of the present invention.
Below, for convenience of explanation, a case where two adjacent parking devices composed of a structure and a built-in mechanism are constructed will be described as an example.

本発明の実施形態に係る構造体建造方法は、上下方向に長い中空空間を囲う様に設けられ上下方向に沿って所定の間隔を隔てて多段に重なった複数の建築梁を持つ建物の建築に同期して中空空間に構造体を建造する方法である。
構造体建造方法は、準備工程S10と鉄骨上架用吊りビーム据付工程S20と構造体組み付け工程S30と内蔵機構組み付け工程S40とで構成される。
鉄骨上架用吊りビーム据え付け工程S20と構造体組み付け工程S30とを交互に繰り返して、下の層から上の層へ順次に建造資材を組み付けて構造体を完成させる、
A structure construction method according to an embodiment of the present invention is for building a building having a plurality of building beams provided in a manner to surround a hollow space that is long in the vertical direction and stacked in multiple stages at predetermined intervals along the vertical direction. This is a method for constructing a structure in a hollow space in synchronization.
The structure construction method includes a preparation process S10, a suspension beam installation process S20 for steel frame installation, a structure assembly process S30, and a built-in mechanism assembly process S40.
The structural beam is completed by assembling construction materials sequentially from the lower layer to the upper layer by alternately repeating the suspension beam installation step S20 and the structure assembly step S30 for the steel frame.

準備工程S10は、構造体建造治具100を準備し、完成予定の構造体を高さ方向に沿って複数の層に仮に分ける工程である。
完成予定の構造体を高さ方向に沿って複数の層に仮に分ける。
例えば、完成予定の構造体を高さ方向に沿って高さが相互に略一致する複数の層に仮に分ける。
図1乃至図8は、駐車装置の構造体を3つの層に分ける様子を示す。
The preparation step S10 is a step of preparing the structure building jig 100 and temporarily dividing the structure to be completed into a plurality of layers along the height direction.
The structure to be completed is temporarily divided into a plurality of layers along the height direction.
For example, the structure to be completed is temporarily divided into a plurality of layers whose heights substantially coincide with each other along the height direction.
1 to 8 show how the structure of the parking apparatus is divided into three layers.

構造体建造治具100は、上から見て中心部に形成される上下方向に長い中空空間Hを囲う様に設けられ上下方向に沿って所定の間隔を隔てて多段に重なった複数の建築梁11を持つ建物10の建築に同期して中空空間Hに構造体を建造するのに用いる冶具であって、少なくとも2本の鉄骨上架用吊りビーム110と荷役用牽引索120と巻上機構130とで構成される。
構造体建造冶具100は、少なくとも2本の鉄骨上架用吊りビーム110と荷役用牽引索120と巻上機構130と4本の作業ユニット用牽引索140と作業ユニット150で構成されてもよい。
例えば、構造体建造冶具100は、少なくとも2本の鉄骨上架用吊りビーム110と6本の荷役用牽引索120と6機の巻上機構130と4本の作業ユニット用牽引索140と作業ユニット150で構成される。
The structure building jig 100 is provided so as to surround a hollow space H that is long in the vertical direction formed in the center as viewed from above, and is a plurality of building beams that are stacked in multiple stages at predetermined intervals along the vertical direction. 11 is a jig used to construct a structure in the hollow space H in synchronism with the construction of the building 10 having 11, and includes at least two suspension beams 110 for overhanging steel frames, a tow rope 120 for cargo handling, and a hoisting mechanism 130. Consists of.
The structure construction jig 100 may include at least two steel beam suspension beams 110, a cargo handling tow line 120, a hoisting mechanism 130, four work unit tow lines 140, and a work unit 150.
For example, the structure construction jig 100 includes at least two steel beam suspension beams 110, six cargo handling tow lines 120, six hoisting mechanisms 130, four work unit tow lines 140, and a work unit 150. Consists of.

少なくとも2本の鉄骨上架用吊りビーム110は、中空空間Hを跨いで建築梁11に両端を脱着可能に固定できる梁状の構造体であって、吊り用の金具である吊り金具113を各々に設けられる。
例えば、鉄骨上架用吊りビーム110は、梁部材111と鉄骨上架用吊りビーム設置用冶具112と吊り金具113とで構成される。
梁部材111は、中空空間Hの幅寸法より長い長さ寸法を持つ構造部材である。
梁部材111は、中空空間Hを跨いで建築梁11に両端を脱着可能に固定できる一対の固定部と一対の固定部を繋ぐ長手部とを持ち、吊り用の金具である吊り金具113を設けられてもよい。
たとえば、長手部は、上下のフランジと上下のフランジに上下の縁を固定するフランジとでできた長手部材である。
鉄骨上架用吊りビーム設置用冶具112は、梁部材の両端に脱着可能に各々に固定される構造部材である。
たとえば、鉄骨上架用吊りビーム設置用冶具112は、梁部材11の端部にボルト結合される部材である。
吊り金具113は、梁部材11の所定の個所に固定されたアイプレートである。
アイプレートは、シャックル等を連結できる穴を設けられた板状の部材である。
At least two steel beam suspension beams 110 are beam-like structures that can be fixed to the building beam 11 so as to be detachable from each other across the hollow space H. Each of the suspension beams 110 is a suspension metal fitting 113. Provided.
For example, the steel frame suspension beam 110 includes a beam member 111, a steel frame suspension beam installation jig 112, and a suspension fitting 113.
The beam member 111 is a structural member having a length longer than the width of the hollow space H.
The beam member 111 has a pair of fixing portions that can be fixed to the building beam 11 so as to be detachable from each other across the hollow space H, and a longitudinal portion that connects the pair of fixing portions, and is provided with a hanging fitting 113 that is a hanging fitting. May be.
For example, the longitudinal portion is a longitudinal member made of an upper and lower flange and a flange that fixes upper and lower edges to the upper and lower flanges.
The steel beam suspension beam installation jig 112 is a structural member that is detachably fixed to both ends of the beam member.
For example, the steel beam suspension beam installation jig 112 is a member that is bolted to the end of the beam member 11.
The hanging metal fitting 113 is an eye plate fixed to a predetermined portion of the beam member 11.
The eye plate is a plate-like member provided with a hole capable of connecting a shackle or the like.

荷役用牽引索120は、荷役に用いられる牽引策である。
例えば、荷役用牽引索120は、吊り用のワイヤーである。
例えば、荷役用牽引索120は、吊り金具113に連結されたシーブと吊り用フックに固定されたシーブとに巻きかけられ、一端を吊り金具113または吊り用フックに固定され、多端を後述する巻上機構130に巻き取られる。
吊り用フックが建築資材に掛けられたわワイヤを吊る。
The cargo handling towline 120 is a towing measure used for cargo handling.
For example, the cargo handling towline 120 is a wire for suspension.
For example, the cargo handling towline 120 is wound around a sheave connected to the hanging metal fitting 113 and a sheave fixed to the hanging hook, one end is fixed to the hanging metal fitting 113 or the hanging hook, and a multi-end is a winding described later. It is wound around the upper mechanism 130.
A hanging hook hangs a wire hanging on a building material.

巻上機構130は、荷役用牽引索を巻上げ又巻下げする機構である。
巻上機構130は、荷役用牽引索120を巻上げ又巻下げして吊り金具113を吊り点とし構造体の建造資材を吊り上げることをできる。
巻上機構130は、乗込面Gに設置してもよい。
図5は、6台の巻上機構130が、乗込面Gに設置される様子を示す。
The hoisting mechanism 130 is a mechanism that winds or unloads the cargo handling tow rope.
The hoisting mechanism 130 can lift or lower the cargo handling towline 120 to lift the construction material of the structure with the hanging metal fitting 113 as a suspending point.
The hoisting mechanism 130 may be installed on the boarding surface G.
FIG. 5 shows a state where six hoisting mechanisms 130 are installed on the boarding surface G. FIG.

少なくとも4本の作業用ユニット用牽引索140は、2本の鉄骨上架用吊りビーム110に各々に2本づつ一端を連結した牽引索である。
例えば、作業用ユニット用牽引索140は、吊り用のワイヤーである。
作業用ユニット用牽引索140は、一端を鉄骨上架用吊りビーム110に設けられた吊り金具130に連結され、多端を下方にたれ下げられる。
At least four working unit tow ropes 140 are tow ropes having one end connected to each of the two steel beam suspension beams 110.
For example, the working unit tow rope 140 is a wire for suspension.
One end of the working unit towing rope 140 is connected to a hanging metal fitting 130 provided on the steel beam suspension beam 110, and the other end is hung downward.

作業ユニット150は、4本の作業ユニット用牽引索にぶら下がり昇降できる作業員の作業用の機構である。
作業ユニット150は、作業ユニット本体151と牽引索ワインダー152とで構成されてもよい。
例えば、作業ユニット150は、作業ユニット本体151と4本の牽引索ワインダー152とで構成される。
作業ユニット本体151は、作業員が安全に構造体の建造作業をするための作業床を持つ。
例えば、作業ユニット本体151は、上から見て略四辺形の外形をもち、中央部に略四辺形の空間をもち、略矩形の作業床をもつ構造体である。
牽引索ワインダーは、作業ユニット本体151に連結され作業用ユニット用牽引索140を巻き掛けて下方へ繰り込みまたは上方へ繰り出すことをできる機械である。
牽引索ワインダーが、作業用ユニット用牽引索140を巻き掛けて下方へ繰り込むと、作業ユニット150が作業用ユニット用牽引索140にぶら下がり上昇する。
牽引索ワインダーが、作業用ユニット用牽引索140を巻き掛けて上方へ繰り出すと、作業ユニット150が作業用ユニット用牽引索140にぶら下がり下降する。
The work unit 150 is a working mechanism for a worker who can hang up and down on four work unit tow ropes.
The work unit 150 may include a work unit main body 151 and a tow rope winder 152.
For example, the work unit 150 includes a work unit main body 151 and four tow rope winders 152.
The work unit main body 151 has a work floor for a worker to safely construct a structure.
For example, the work unit main body 151 is a structure having a substantially quadrangular outer shape when viewed from above, a substantially quadrangular space at the center, and a substantially rectangular work floor.
The tow rope winder is a machine that is connected to the work unit main body 151 and is capable of winding the work unit tow rope 140 and retracting it downward or extending it upward.
When the tow rope winder wraps the work unit tow rope 140 and retracts it downward, the work unit 150 hangs from the work unit tow rope 140 and rises.
When the tow rope winder wraps the work unit tow rope 140 and feeds it upward, the work unit 150 hangs down from the work unit tow rope 140 and descends.

ハンドリフタ160は、手動で操作できるリフタである。
後述する様に、ハンドリフタ160を用いて、鉄骨上架用吊りビーム110を持ち上げ、建築梁11を上を移動する。
The hand lifter 160 is a lifter that can be manually operated.
As will be described later, the hand lifter 160 is used to lift the steel frame suspension beam 110 and move the building beam 11 upward.

鉄骨上架用吊りビーム据付工程S20は、少なくとも2本の鉄骨上架用吊りビーム110を据え付ける工程である。
建築途中の建物10の高さが所定の層の高さを越えたときに、中空空間Hを跨いで水平にした少なくとも2本の鉄骨上架用吊りビーム110の両端を特定建築梁11xに固定する。
特定建築梁11xは、所定の層の高さにある特定の建築梁11である。
図1は、4本の鉄骨上架用吊りビーム110の両端を第一層の高さにある特定建築梁11xに固定する様子を示す。
図2は、4本の鉄骨上架用吊りビーム110の両端を第一層の高さにある特定建築梁11xから第二層の高さにある特定建築梁11xへ移し第二層の高さにある特定建築梁11xへに固定する様末を示す。
図8は、4本の鉄骨上架用吊りビーム110の両端を第三層の高さにある特定建築梁11xに固定する様子を示す。
図10は、1本の鉄骨上架用吊りビーム110を特定建築梁11xから一つ上の層の高さにある特定建築梁11xに載せ替えて据え付ける様子を示す。
鉄骨上架用吊りビーム110を一つの層の高さにある特定建築梁11xから外し、鉄骨上架用吊りビーム110を所定の傾斜を付けて斜めにして水平方向の幅寸法を中空空間Hの幅よりも小さくした状態で中空空間Hの中を上昇させ、一つ上の層の高さに移動し、中空空間Hを跨いで水平にした鉄骨上架用吊りビーム110を一つ上の層の高さにある特定建築梁11xに据え付ける。
図に、符号13で示す建築ALC養生枠が示される。
鉄骨上架用吊りビーム110をクレーン等で吊る際には、クレーンワイヤが建築ALC養生枠に接触しないように注意する。
The steel beam suspension beam installation step S20 is a step of installing at least two suspension beams 110 for steel frame installation.
When the height of the building 10 in the middle of construction exceeds the height of a predetermined layer, both ends of at least two steel beam suspension beams 110 across the hollow space H are fixed to the specific building beam 11x. .
The specific building beam 11x is a specific building beam 11 at a predetermined layer height.
FIG. 1 shows a state in which both ends of four steel beam suspension beams 110 are fixed to a specific building beam 11x at the height of the first layer.
In FIG. 2, both ends of the four steel beam suspension beams 110 are moved from the specific building beam 11x at the height of the first layer to the specific building beam 11x at the height of the second layer, so that the height of the second layer is reached. A state of fixing to a specific building beam 11x is shown.
FIG. 8 shows a state in which both ends of the four steel beam suspension beams 110 are fixed to the specific building beam 11x at the height of the third layer.
FIG. 10 shows a state in which a single steel beam suspension beam 110 is mounted on a specific building beam 11x that is one layer above the specific building beam 11x.
The steel beam suspension beam 110 is removed from the specific building beam 11x at the height of one layer, and the steel beam suspension beam 110 is inclined with a predetermined inclination so that the horizontal width dimension is larger than the width of the hollow space H. The hollow beam H is moved up to the height of the upper layer in a state where the height of the steel frame is reduced, and the steel beam suspension beam 110 that is leveled across the hollow space H is moved to the height of the upper layer. Installed on specific building beam 11x.
In the figure, a building ALC curing frame indicated by reference numeral 13 is shown.
When hanging the steel beam suspension beam 110 with a crane or the like, care should be taken so that the crane wire does not contact the building ALC curing frame.

作業ユニット150を乗込面Gに置いて、鉄骨上架用吊りビーム110を特定建築梁11xの高さまで持ち上げるのに応じて牽引索ワインダー152から作業用ユニット用牽引索140を上方へ繰り出してもよい。
乗込面Gは、建造資材を搬入するために中空空間Hの下部に設けられた面である。
図3は、作業ユニット150を乗込面Gに置いて、鉄骨上架用吊りビーム110を第一層の高さにある特定建築梁11xから第二層の高さにある特定建築梁11xの高さまで持ち上げるのに応じて牽引索ワインダー152から作業用ユニット用牽引索140を上方へ繰り出す様子を示している。
The work unit tow line 140 may be extended upward from the tow rope winder 152 in accordance with the work unit 150 placed on the boarding surface G and the steel beam suspension beam 110 being lifted to the height of the specific building beam 11x. .
The boarding surface G is a surface provided in the lower part of the hollow space H in order to carry in building materials.
FIG. 3 shows that the work unit 150 is placed on the entry surface G, and the suspension beam 110 for the steel frame is moved from the specific building beam 11x at the height of the first layer to the height of the specific building beam 11x at the height of the second layer. The state where the working unit tow rope 140 is fed upward from the tow rope winder 152 in accordance with the lifting up to this point is shown.

図6、7は、1本の鉄骨上架用吊りビーム110を据え付ける様子を示す。
鉄骨上架用吊りビーム据付工程S20は、2個のハンドリフタ160で1対の鉄骨上架用吊りビーム設置用治具112を各々に支持して、特定建築梁11xの建築梁上面を移動し、特定建築梁11xの建築梁上面に位置決めしてもよい。
鉄骨上架用吊りビーム設置用治具112をボルト付けされた鉄骨上架用吊りビーム110を特定建築梁11xに仮置きし、2個のハンドリフタ160で1対の鉄骨上架用吊りビーム設置用治具112を各々に支持して鉄骨上架用吊りビーム110を持ち上げ、鉄骨上架用吊りビーム110を水平移動させ、所定の箇所に移動したのち、鉄骨上架用吊りビーム110を降ろし、鉄骨上架用吊りビーム110を特定建築梁11xに予め設けられたアンカーボルトに固定する。
6 and 7 show a state where one steel beam suspension beam 110 is installed.
In the steel beam suspension beam installation step S20, two hand lifters 160 support a pair of steel beam suspension beam installation jigs 112, and move the upper surface of the specific building beam 11x to move the specific building beam 11x. You may position on the building beam upper surface of the beam 11x.
A steel beam suspension beam 110 to which a steel beam suspension beam installation jig 112 is bolted is temporarily placed on a specific building beam 11x, and a pair of steel beam suspension beam installation jigs 112 are provided by two hand lifters 160. The steel frame suspension beam 110 is lifted, the steel frame suspension beam 110 is moved horizontally, moved to a predetermined location, the steel frame suspension beam 110 is lowered, and the steel frame suspension beam 110 is lowered. It fixes to the anchor bolt previously provided in the specific building beam 11x.

構造体組み付け工程S30は、構造体の建造資材を組み付けて構造体の所定の層に対応する部分を建造する工程である。
巻上機構130により荷役用牽引索120を巻上げ又巻下げして吊り金具113を吊り点とし吊り上げた構造体の建造資材を組み付けて構造体の所定の層に対応する部分を建造する。
作業員が少なくとも2本の鉄骨上架用吊りビーム110から各々2本づつ垂れ下がった4本の作業ユニット用牽引索140にぶら下がり中空空間Hの中を昇降する作業ユニット150に乗って、巻上機構130により荷役用牽引索120を巻上げ又巻下げして吊り金具113を吊り点とし、吊り上げた建造資材を組み付けて構造体の所定の層に対応する部分を建造してもよい。
The structure assembling step S30 is a step of assembling a structure material and constructing a portion corresponding to a predetermined layer of the structure.
The hoisting mechanism 120 is wound up or down by the hoisting mechanism 130, and the construction material of the structure lifted with the hanging metal fitting 113 as a suspending point is assembled, and a portion corresponding to a predetermined layer of the structure is built.
The operator hangs on the four working unit tow ropes 140 suspended from each of the at least two steel beam suspension beams 110 and rides on the working unit 150 that moves up and down in the hollow space H, and the hoisting mechanism 130 Thus, the cargo handling tow rope 120 may be wound up or down to use the suspension fitting 113 as a suspension point, and the lifted construction material may be assembled to construct a portion corresponding to a predetermined layer of the structure.

内蔵機構組み付け工程S40は、内蔵機構を構造体に組み付ける工程である。
作業員が少なくとも2本の鉄骨上架用吊りビーム110から各々2本づつ垂れ下がった4本の作業ユニット用牽引索140にぶら下がり中空空間Hの中を昇降する作業ユニット150に乗って、巻上機構130により荷役用牽引索120を巻上げ又巻下げして吊り金具113を吊り点とし、吊り上げた内蔵機構の建造資材を組み付けて構造体に内蔵機構を組み付ける。
内蔵機構組み付け工程S40は、構造体を完成させた後で実施しても良い。
内蔵機構組み付け工程S40は、構造体を建造中に並行して実施しても良い。
The built-in mechanism assembling step S40 is a step of assembling the built-in mechanism into the structure.
The operator hangs on the four working unit tow ropes 140 suspended from each of the at least two steel beam suspension beams 110 and rides on the working unit 150 that moves up and down in the hollow space H, and the hoisting mechanism 130 Thus, the cargo handling towline 120 is wound up or down to use the hanging metal fitting 113 as a suspension point, and the built-in construction material of the built-in mechanism is assembled and the built-in mechanism is assembled to the structure.
The built-in mechanism assembling step S40 may be performed after the structure is completed.
The built-in mechanism assembling step S40 may be performed in parallel with the construction of the structure.

本発明の実施形態に係る構造体建造方法とそれに用いる構造体建造治具は、その構成により、以下の効果を有する。
完成予定の構造体を高さ方向に沿って複数の層に仮に分け、建築途中の建物10の高さが所定の層の高さを越えたときに中空空間Hを跨いで水平にした少なくとも2本の鉄骨上架用吊りビーム110の両端を特定建築梁11xに固定し、巻上機構130により荷役用牽引索120を巻上げ又巻下げして吊り金具113を吊り点とし吊り上げた建造資材を組み付けて構造体の所定の層に対応する部分を建造することを繰り返す様にしたので、建物10の建築の終了を待たずに構造体の所定の層に対応する部分を建造でき、建物の建築の進行状況に応じて構造体の複数の層に対応する部分を順に建造して構造体を建造できる。
また、2本の鉄骨上架用吊りビーム110から垂れ下がった4本の作業ユニット用牽引索140にぶら下がり中空空間Hの中を昇降する作業ユニット150を使用し、作業員が作業ユニット150にのって吊り金具113を吊り点とし吊り上げた建造資材を組み付けて構造体の所定の層に対応する部分を建造する様にしたので、作業員の安全を確保しつつ、段取りよく構造体の所定の層に対応する部分を建造できる。
また、作業ユニット本体151に連結された牽引索ワインダー152が作業用ユニット用牽引索140を巻き掛けて下方へ繰り込みまたは上方へ繰り出し、作業ユニット150を乗込面Gに置いて鉄骨上架用吊りビーム110を特定建築梁11xの高さまで持ち上げるのに応じて牽引索ワインダー152から作業用ユニット用牽引索140を上方へ繰り出す様にしたので、作業ユニット用牽引索140を建物や構造物にからませることなく、効率よく構造体建造治具100を設置できる。
また、1対の鉄骨上架用吊りビーム設置用治具112を梁部材の両端に脱着可能に各々に固定し、ハンドリフタ160で1対の鉄骨上架用吊りビーム設置用治具112を各々に支持して建築梁上面に位置決めする様にしたので、簡易な作業道具により構造体建造治具を建物の建築梁に設置できる。
また、作業員が少なくとも2本の鉄骨上架用吊りビーム110から垂れ下がった4本の作業ユニット用牽引索140にぶら下がり中空空間Hの中を昇降する作業ユニット150に乗って巻上機構130により荷役用牽引索120を巻上げ又巻下げして吊り金具113を吊り点とし吊り上げた建造資材を組み付けて構造体を建造できる様にしたので、作業員の安全を確保しつつ、段取りよく構造体を建造できる。
また、複数の荷役用牽引索を準備したので、複数の荷役用牽引索で建築資材を吊ることにより、建築資材の姿勢を希望の姿勢にして、組み付けることができ、作業員の作業が容易にあんる。
The structure building method and the structure building jig used therefor according to the embodiment of the present invention have the following effects depending on the configuration.
The structure to be completed is temporarily divided into a plurality of layers along the height direction, and at least 2 that is leveled across the hollow space H when the height of the building 10 during construction exceeds the height of a predetermined layer Both ends of the steel beam suspension beam 110 are fixed to the specific building beam 11x, and the construction material is lifted by lifting and lowering the cargo handling towline 120 by the hoisting mechanism 130 and using the hanging bracket 113 as a suspension point. Since the construction of the part corresponding to the predetermined layer of the structure is repeated, the part corresponding to the predetermined layer of the structure can be built without waiting for the completion of the construction of the building 10, and the building progress of the building Depending on the situation, it is possible to build a structure by sequentially building portions corresponding to a plurality of layers of the structure.
In addition, the working unit 150 is used that is suspended from the four working unit tow ropes 140 suspended from the two steel beam suspension beams 110 and moves up and down in the hollow space H. Since the construction material that was lifted with the suspension fitting 113 as a suspending point was assembled and the part corresponding to the predetermined layer of the structure was built, the safety of the worker was ensured and the predetermined layer of the structure was well prepared Corresponding parts can be built.
Further, the tow rope winder 152 connected to the work unit main body 151 wraps the work unit tow rope 140 and retracts it downward or upwards, and places the work unit 150 on the loading surface G so as to suspend the steel beam suspension beam. As the work unit tow line 140 is extended upward from the tow rope winder 152 in accordance with the lifting of the 110 to the height of the specific building beam 11x, the work unit tow line 140 is entangled in the building or structure. The structure construction jig 100 can be installed efficiently.
Also, a pair of steel beam suspension beam installation jigs 112 are fixed to both ends of the beam member so as to be detachable, and a pair of steel beam suspension beam installation jigs 112 are supported by the hand lifter 160. Therefore, the structure building jig can be installed on the building beam of the building with a simple work tool.
In addition, an operator hangs on four working unit tow ropes 140 suspended from at least two steel beam suspension beams 110 and rides on a working unit 150 that moves up and down in the hollow space H, and is handled by the hoisting mechanism 130. The structure can be constructed by assembling the construction material that is lifted or lowered to assemble the lifting material with the suspension bracket 113 as a suspending point, so that the structure can be constructed with good setup while ensuring the safety of workers. .
In addition, since multiple cargo handling tow ropes have been prepared, it is possible to assemble the building materials in the desired posture by suspending the building materials with multiple cargo handling tows, making it easier for workers to work. Anru.

本発明は以上に述べた実施形態に限られるものではなく、発明の要旨を逸脱しない範囲で各種の変更が可能である。
図では、同時に1つの中空空間に2台の構造体を建造する工事を例に説明したが、これに限定されず、例えば、1つの中空空間に1台の構造体を建造してもよい、また、1つの中空空間に3つ以上の構造体を建造してもよい。
The present invention is not limited to the embodiments described above, and various modifications can be made without departing from the scope of the invention.
In the figure, the construction for simultaneously constructing two structures in one hollow space has been described as an example. However, the present invention is not limited to this. For example, one structure may be constructed in one hollow space. Moreover, you may build three or more structures in one hollow space.

H 中空空間
G 乗込面
S10 準備工程
S20 鉄骨上架用吊りビーム据え付け工程
S30 構造体組み付け工程
10 建物
11 建築梁
11x 特定建築梁
12 建築柱
13 建築ALC養生枠
100 構造体建造治具
110 鉄骨上架用吊りビーム
111 梁部材
112 鉄骨上架用吊りビーム設置用治具
113 吊り金具
120 荷役用牽引索
130 巻上機構
140 作業ユニット用牽引索
150 作業ユニット
151 作業ユニット本体
152 牽引索ワインダー
160 ハンドリフタ
H hollow space G boarding surface S10 preparation process S20 suspension beam installation process for steel frame installation S30 structure assembly process 10 building 11 building beam 11x specific building beam 12 building column 13 building ALC curing frame 100 structure building jig 110 for steel frame Hanging beam 111 Beam member 112 Jig for installing suspended beam for steel frame 113 Hanging bracket 120 Towing rope for cargo handling 130 Lifting mechanism 140 Towing rope for working unit 150 Working unit 151 Working unit main body 152 Towing rope winder 160 Hand lifter

特開2009−215806JP 2009-215806 A 特開平5−209472JP-A-5-209472 特開平4−350271JP-A-4-350271

Claims (6)

上下方向に長い中空空間を囲う様に設けられ上下方向に沿って所定の間隔を隔てて多段に重なった複数の建築梁を持つ建物の建築に同期して中空空間に構造体を建造する構造体建造方法であって、
中間空間を跨いで建築梁に両端を脱着可能に固定できる梁状の構造体であって吊り用の金具である吊り金具を設けられる少なくとも2本の鉄骨上架用吊りビームと荷役用牽引索と荷役用牽引索を巻上げ又巻下げする巻上機構とを準備し、完成予定の構造体を高さ方向に沿って複数の層に仮に分ける準備工程と、
建築途中の建物の高さが所定の層の高さを越えたときに中空空間を跨いで水平にした少なくとも2本の前記鉄骨上架用吊りビームの両端を所定の層の高さにある特定の建築梁である特定建築梁に固定する鉄骨上架用吊りビーム据え付け工程と、
前記巻上機構により前記荷役用牽引索を巻上げ又巻下げして前記吊り金具を吊り点とし吊り上げた構造体の建造資材を組み付けて構造体の所定の層に対応する部分を建造する構造体組み付け工程と、
を備え、
前記鉄骨上架用吊りビーム据え付け工程と前記構造体組み付け工程とを交互に繰り返して下の層から上の層へ順次に建造資材を組み付けて構造体を完成させる、
ることを特徴とする構造体建造方法。
A structure that is constructed so as to surround a long hollow space in the vertical direction, and that constructs the structure in the hollow space in synchronization with the construction of a building having a plurality of building beams stacked in multiple stages at predetermined intervals along the vertical direction A construction method,
A beam-like structure that can be fixed to a building beam across an intermediate space so that both ends can be attached and detached. At least two steel beam suspension beams, cargo towing ropes, and cargo handling are provided. Preparing a hoisting mechanism for winding or unwinding the tow rope for use, and temporarily dividing the structure to be completed into a plurality of layers along the height direction;
When the height of a building in the middle of building exceeds the height of a predetermined layer, the ends of at least two of the above-mentioned steel beam suspension beams that are leveled across the hollow space are at a predetermined layer height. A steel beam suspension beam installation process to be fixed to a specific building beam that is a building beam,
Assembling the structure to build up a portion corresponding to a predetermined layer of the structure by assembling the construction material of the structure that is lifted or lowered by the hoisting mechanism and the lifting bracket is used as a suspension point Process,
With
The construction material is completed by assembling construction materials sequentially from the lower layer to the upper layer by alternately repeating the hanging beam installation process for the steel frame and the structure assembly process.
A structure construction method characterized by that.
前記準備工程は、2本の前記鉄骨上架用吊りビームに各々に2本づつ一端を連結した少なくとも4本の作業用ユニット用牽引索と4本の前記作業ユニット用牽引索にぶら下がり昇降できる作業員の作業用の作業ユニットとを準備し、
前記構造体組み付け工程は、作業員が少なくとも2本の前記鉄骨上架用吊りビームから各々2本づつ垂れ下がった4本の前記作業ユニット用牽引索にぶら下がり中空空間の中を昇降する前記作業ユニットに乗って前記巻上機構により前記荷役用牽引索を巻上げ又巻下げして前記吊り金具を吊り点とし吊り上げた建造資材を組み付けて構造体の所定の層に対応する部分を建造する、
ことを特徴とする請求項1に記載の構造体建造方法。
In the preparation step, at least four working unit tow ropes, one of which is connected to each of the two steel beam suspension beams, and a worker who can hang up and down on the four working unit tow ropes. Prepare a work unit for work with
In the structure assembling step, an operator rides on the work unit that is hung up and down in the hollow space by hanging from at least two suspension beams for the steel frame suspension onto the four work unit tow ropes. A part corresponding to a predetermined layer of the structure is assembled by assembling a construction material that is lifted or lowered by the hoisting mechanism by the hoisting mechanism and assembled with the hoisting bracket as a suspension point.
The structure construction method according to claim 1.
前記作業ユニットは作業ユニット本体と該作業ユニット本体に連結され前記作業用ユニット用牽引索を巻き掛けて下方へ繰り込みまたは上方へ繰り出すことをできる機械である牽引索ワインダーとを有し、
前記鉄骨上架用吊りビーム据え付け工程は、前記作業ユニットを建造資材を搬入するために中空空間の下部に設けられた乗込面に置いて前記鉄骨上架用吊りビームを前記特定建築梁の高さまで持ち上げるのに応じて前記牽引索ワインダーから前記作業用ユニット用牽引索を上方へ繰り出す、
ことを特徴とする請求項2に記載の構造体建造方法。
The work unit has a work unit main body and a tow rope winder that is connected to the work unit main body and is a machine that winds the work unit tow rope and retracts it downward or feeds it upward.
In the step of installing the suspension beam for the steel frame, the work unit is placed on a boarding surface provided at a lower portion of the hollow space to carry the construction material, and the suspension beam for the steel frame suspension is raised to the height of the specific building beam. In accordance with the above, the tow rope for the working unit is extended upward from the tow rope winder.
The structure construction method according to claim 2, wherein:
前記鉄骨上架用吊りビームは梁部材と前記梁部材の両端に脱着可能に各々に固定される1対の鉄骨上架用吊りビーム設置用治具とを有し、
前記鉄骨上架用吊りビーム据え付け工程は、2個のハンドリフタで1対の前記鉄骨上架用吊りビーム設置用治具を各々に支持して前記特定建築梁の建築梁上面を移動し前記特定建築梁の建築梁上面に位置決めする、
ことを特徴とする請求項3に記載の構造体建造方法。
The steel beam suspension beam has a beam member and a pair of steel beam suspension beam installation jigs fixed to both ends of the beam member detachably,
The steel beam suspension beam installation step moves the upper surface of the specific building beam by supporting a pair of the steel beam suspension beam installation jigs with two hand lifters to move the upper surface of the specific building beam. Positioning on the top of the building beam,
The structure construction method according to claim 3.
前記鉄骨上架用吊りビームは梁部材と前記梁部材の両端に脱着可能に各々に固定される1対の鉄骨上架用吊りビーム設置用治具とを有し、
前記鉄骨上架用吊りビーム据え付け工程は、2個のハンドリフタで1対の前記鉄骨上架用吊りビーム設置用治具を各々に支持して前記特定建築梁の建築梁上面を移動し前記特定建築梁の建築梁上面に位置決めする、
ことを特徴とする請求項1に記載の構造体建造方法。
The steel beam suspension beam has a beam member and a pair of steel beam suspension beam installation jigs fixed to both ends of the beam member detachably,
The steel beam suspension beam installation step moves the upper surface of the specific building beam by supporting a pair of the steel beam suspension beam installation jigs with two hand lifters to move the upper surface of the specific building beam. Positioning on the top of the building beam,
The structure construction method according to claim 1.
上から見て中心部に形成される上下方向に長い中空空間を囲う様に設けられ上下方向に沿って所定の間隔で多段に重なった複数の建築梁を持つ建物の建築に同期して中空空間に構造体を建造するのに用いる構造体建造治具であって、
中間空間を跨いで建築梁に両端を脱着可能に固定できる一対の固定部と一対の前記固定部を繋ぐ長手部とを各々に持ち吊り用の金具である吊り金具を各々に設けられる2本の鉄骨上架用吊りビームと、
荷役用牽引索と、
荷役用牽引索を巻上げ又巻下げする巻上機構と、
2本の前記鉄骨上架用吊りビームに各々に2本づつ一端を連結した少なくとも4本の作業用ユニット用牽引索と、
4本の前記作業ユニット用牽引索にぶら下がり昇降できる作業員の作業用の作業ユニットと、
を備え、
前記巻上機構により前記荷役用牽引索を巻上げ又巻下げして前記吊り金具を吊り点とし構造体の建造資材を吊り上げることをできる、
ことを特徴とする構造体建造治具。
A hollow space that is provided in such a way as to surround a hollow space that is long in the vertical direction and that is formed in the center when viewed from above, and that is synchronized with the construction of a building having a plurality of building beams that are stacked in multiple stages at predetermined intervals along the vertical direction. A structure building jig used for building a structure in
Two suspension brackets each having a pair of fixing portions that can be fixed to the building beam across the intermediate space in a detachable manner and a longitudinal portion that connects the pair of the fixing portions to each other. A suspension beam for steel frames,
A tow rope for cargo handling;
A hoisting mechanism for hoisting and lowering a tow rope for cargo handling;
At least four working unit tow ropes each having one end connected to each of the two steel beam suspension beams;
A work unit for work of workers capable of hanging up and down on the four tow lines for work units;
With
The lifting material can be lifted or lowered by the hoisting mechanism, and the construction material of the structure can be lifted with the hanging bracket as a hanging point.
A structure construction jig characterized by that.
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