JP2005248628A - Vent equipment and its construction method - Google Patents

Vent equipment and its construction method Download PDF

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JP2005248628A
JP2005248628A JP2004063015A JP2004063015A JP2005248628A JP 2005248628 A JP2005248628 A JP 2005248628A JP 2004063015 A JP2004063015 A JP 2004063015A JP 2004063015 A JP2004063015 A JP 2004063015A JP 2005248628 A JP2005248628 A JP 2005248628A
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frame
vent
support
members
staircase
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Hirotake Uchikura
弘武 内倉
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TONICHI KOJI KK
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TONICHI KOJI KK
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Abstract

<P>PROBLEM TO BE SOLVED: To provide easily and at lower cost vent equipment which is easy to ascend and descend and improves workability and further ensures safety, and also to provide its construction method. <P>SOLUTION: The vent equipment 1 is provided with frame supportings 3 having respectively a plurality of columns 7 which support a bridge member 6 temporarily. Stair members 20 are respectively attached to outer sides of the frame supportings 3. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本発明は、例えばステージング工法によって橋梁を架設する場合に、橋梁部材を仮受するために用いられるベント設備とその構築方法に関する。   The present invention relates to a vent facility used for provisionally receiving a bridge member and a construction method thereof, for example, when a bridge is installed by a staging method.

一般に、ステージング工法によって橋梁を架設する場合、橋梁の床版ブロックや橋桁をベント設備によって仮受けするため、間隔をあけてベント設備を構築し、ベント設備上部に主桁を介して床版ブロック等を架け渡す。ベント設備は、敷桁の上に複数の支柱と横つなぎ材とブレスとで構成された枠組み支保工を組み立て、枠組み支保工の上に枕桁を載せて構築される。枠組み支保工は、支柱を構成する支柱部材と横つなぎ材とブレスとからなるユニット化された枠状の枠部材を複数積層させ、上下の枠部材の支柱部材同士をボルトで固定して連結することで組み立てられる。   Generally, when a bridge is installed by the staging method, the floor slab block and the bridge girder of the bridge are provisionally received by the vent facility, so the vent facility is constructed at intervals and the floor slab block via the main girder at the top of the vent facility. Hang over. The venting facility is constructed by assembling a frame supporting structure composed of a plurality of support columns, horizontal connecting materials and a bracelet on a floor girder, and placing a pillow girder on the frame supporting structure. The frame supporter stacks a plurality of unitized frame-shaped frame members made up of the column members that constitute the columns, the horizontal connecting material, and the bracelet, and the column members of the upper and lower frame members are fixed and connected with bolts. It is assembled with that.

枠組み支保工を組み立てる際、上段の枠部材が下段の枠部材の上に載せられた時点で、作業員が支柱部材同士を固定するボルトを締める必要があるため、従来、枠部材には、作業員がボルト締め作業を行うための作業床が形成されているとともに、上下の作業床間を作業員が移動するための梯子が設置されている(例えば、特許文献1参照。)。   When assembling the frame support work, when the upper frame member is placed on the lower frame member, it is necessary for the worker to tighten the bolts that fix the column members together. A work floor for a worker to perform bolting work is formed, and a ladder is provided for the worker to move between the upper and lower work floors (see, for example, Patent Document 1).

また、ベント設備が高層の場合、梯子による昇降は作業員にとって重労働になるとともに危険度が増すため、昇降階段を有する枠組み足場をベント設備に隣接させて別途構築する場合がある。これによって、作業員は枠組み足場内の昇降階段を使って容易かつ安全に昇降することができる。
特開2000−186309号公報
In addition, when the vent facility is high-rise, raising and lowering by a ladder becomes a heavy labor for workers and the risk increases, so a frame scaffold having an elevating staircase may be separately constructed adjacent to the vent facility. As a result, the worker can easily and safely ascend and descend using the elevating stairs in the framework scaffold.
JP 2000-186309 A

しかしながら、上記した前者の従来のベント設備では、梯子によって昇降するため、上下の作業床間の移動が作業員にとって重労働になるとともに、転落の危険があり安全帯頼りの昇降となるという問題が存在する。また、後者の従来のベント設備では、別途枠組み足場を設ける必要があり、枠組み足場を設ける手間及びコストが嵩むという問題が存在する。   However, in the former conventional vent equipment, since it is moved up and down by the ladder, there is a problem that the movement between the upper and lower work floors becomes heavy labor for the worker, and there is a risk of falling, and the lift is dependent on the safety belt. To do. Moreover, in the latter conventional vent equipment, it is necessary to provide a separate frame scaffold, and there is a problem that labor and cost for installing the framework scaffold increase.

さらに、上記した従来のベント設備では、作業床を構成する足場板は、枠部材の上端部に設けられた対向する横つなぎ材間に架設されているため、作業床は枠部材の上端部に形成され、この作業床の上で作業員はボルト締めを行うことになるという問題が存在する。枠部材の上端部に形成された作業床上の作業員は、腰よりも低い位置に安全帯を掛けると危険であるため、作業床上に親綱や手摺を逐一設けてそこに安全帯をかける必要があるが、枠部材を組み上げる度に親綱や手摺を逐一設けることは相当の手間である。   Furthermore, in the conventional vent equipment described above, the scaffolding plate constituting the work floor is constructed between the opposing horizontal connecting members provided at the upper end portion of the frame member, so that the work floor is located at the upper end portion of the frame member. There is a problem that the worker will be bolted on this work floor. Workers on the work floor formed at the upper end of the frame member are dangerous to put a safety belt below the waist, so it is necessary to install a master rope and handrail on the work floor one by one and put a safety belt there. However, it is considerably troublesome to provide a master rope and a handrail each time the frame member is assembled.

本発明は、上記した従来の問題が考慮されたものであり、昇降し易く、作業性を向上させることができるとともに、安全性を保つことができるベント設備とその構築方法を、容易且つ低コストに提供することを目的としている。   The present invention takes the above-described conventional problems into consideration, and it is easy and low-cost to provide a vent facility and a construction method thereof that can easily move up and down, improve workability, and maintain safety. The purpose is to provide.

請求項1記載の発明は、橋梁部材を仮支持する複数の支柱を有する枠組み支保工が備えられているベント設備において、前記枠組み支保工の外側には、階段部材が付設されていることを特徴としている。   The invention described in claim 1 is a vent facility provided with a frame support having a plurality of columns that temporarily support a bridge member, wherein a staircase member is attached to the outside of the frame support. It is said.

このような特徴により、昇降し易い階段部材がベント設備と一体に形成されため、上下の移動が容易になる。また、階段部材は枠組み支保工の外側に付設されているため、階段部材を昇降する際、頭上に障害物等が無く、昇降し易い。さらに、階段部材を枠組み支保工に取り付けるだけであるため、作業員が昇降するための設備は容易に形成される。   Due to such a feature, the stair member that is easy to move up and down is formed integrally with the vent facility, so that it is easy to move up and down. In addition, since the staircase member is attached to the outside of the frame support work, when the staircase member is lifted or lowered, there is no obstacle or the like above the head, and it is easy to lift and lower. Furthermore, since only the staircase member is attached to the frame support work, equipment for raising and lowering the worker can be easily formed.

請求項2記載の発明は、請求項1記載のベント設備において、前記枠組み支保工は、枠状に形成された複数の枠部材を積層して形成され、該枠部材の内部には、該枠部材の略中央の高さに位置する作業床が形成されていることを特徴としている。   According to a second aspect of the present invention, in the vent facility according to the first aspect, the frame supporting work is formed by laminating a plurality of frame members formed in a frame shape, and the frame member includes the frame frame. It is characterized in that a work floor is formed which is located at a height approximately at the center of the member.

このような特徴により、上段の枠部材を下段の枠部材の上に配置する際、下段の枠部材の作業床は枠部材の上部に囲まれて枠部材の上部が手摺となる。したがって、枠組み支保工を構築する際、安全設備が先行して形成される。   Due to such a feature, when the upper frame member is arranged on the lower frame member, the work floor of the lower frame member is surrounded by the upper portion of the frame member, and the upper portion of the frame member becomes a handrail. Therefore, when constructing a framework support, safety equipment is formed in advance.

請求項3記載の発明は、請求項1または2記載のベント設備において、前記枠組み支保工には、間隔をあけて複数設けられた前記階段部材間に架け渡す踊場足場が設けられていることを特徴としている。   According to a third aspect of the present invention, in the vent facility according to the first or second aspect, the frame support work is provided with a landing platform spanned between the plurality of step members provided at intervals. It is a feature.

このような特徴により、枠組み支保工内に入らずに、踊場足場を通って階段部材間を移動することができ、間隔をあけて複数設けられた階段部材を使用した昇降が容易になる。   With such a feature, it is possible to move between the stair members through the landing stage scaffold without entering the frame support work, and it is easy to move up and down using a plurality of stair members provided at intervals.

請求項4記載の発明は、請求項1から3のいずれか記載のベント設備の構築方法において、前記枠部材を形成するとともに、該枠部材に前記階段部材を取り付ける工程と、複数の前記枠部材を積層させて枠組み支保工を形成する工程とを備えることを特徴としている。   The invention according to claim 4 is the vent equipment construction method according to any one of claims 1 to 3, wherein the frame member is formed, the step member is attached to the frame member, and a plurality of the frame members And a step of forming a frame support work by laminating layers.

このような特徴により、枠組み支保工を形成する際、階段部材が順次形成される。また、枠部材を組み立てる作業は積層する前に行われるため、ベント設備の構築する際の高所作業が少なくなる。   Due to such a feature, step members are sequentially formed when the frame support is formed. Moreover, since the operation | work which assembles a frame member is performed before laminating | stacking, the height work at the time of constructing | venting vent equipment decreases.

本発明に係るベント設備とその構築方法によれば、枠組み支保工には昇降し易く安全な階段部材が付設されているため、枠組み支保工内を上下に移動しなければならない作業員は階段部材を使って容易且つ安全に昇降することができる。また、階段部材は枠組み支保工の外側に設けられているため、作業員が階段部材を使って昇降する際、頭上に障害物となり得るものはなく、スムーズに昇降することができる。よって、枠組み支保工内を上下に移動しなければならない作業員の作業性を向上させることができる。また、階段部材を枠組み支保工に取り付けるだけであるため、作業員が昇降するための設備は容易に形成され、ベント設備が高層の場合でも少ない手間と低コストで安全且つ昇降し易い設備を設けることができる。   According to the vent facility and the construction method thereof according to the present invention, since the frame support work is provided with a safe staircase member that is easy to move up and down, the worker who has to move up and down in the frame support work is a staircase member. Can be moved up and down easily and safely. Further, since the staircase member is provided outside the frame support work, when the worker moves up and down using the staircase member, there is nothing that can be an obstacle above the head, and it can move up and down smoothly. Therefore, it is possible to improve the workability of workers who have to move up and down in the framework support work. In addition, because the staircase member is simply attached to the frame support work, the equipment for raising and lowering the workers is easily formed, and even if the vent equipment is a high-rise building, equipment that is safe and easy to move up and down is provided with little effort and low cost. be able to.

以下、本発明に係るベント設備とその構築方法の実施の形態について、図面に基いて説明する。   DESCRIPTION OF EMBODIMENTS Hereinafter, embodiments of a vent facility and a construction method thereof according to the present invention will be described with reference to the drawings.

図1,図2に示すように、ベント設備1は、地盤G上に敷設された敷桁2と、敷桁2の上に組み立てられた枠組み支保工3と、枠組み支保工3の上に載せられた枕桁4とから構成されている。ベント設備1は間隔をあけて2組設けられ、2組のベント設備1の上には、主桁5を介して橋梁を構成する床版ブロック6が架け渡される。床版ブロック6は、ベント設備1間に仮架設された状態で、図示せぬ隣接する床版ブロックや橋脚にジョイントされる。ベント設備1は、床版ブロック6を仮受けするための仮設設備であり、橋梁完成後に撤去されるものである。   As shown in FIGS. 1 and 2, the vent facility 1 is mounted on a floor girder 2 laid on the ground G, a frame support 3 assembled on the floor girder 2, and a frame support 3. The pillow girder 4 is formed. Two sets of vent facilities 1 are provided at intervals, and a floor slab block 6 constituting a bridge is bridged over the two sets of vent facilities 1 via a main girder 5. The floor slab block 6 is temporarily bridged between the vent facilities 1 and is jointed to an adjacent floor slab block or bridge pier (not shown). The vent facility 1 is a temporary facility for temporarily receiving the floor slab block 6 and is removed after the bridge is completed.

図3,図4は枠組み支保工3の一部を表す側面図であり、図5は枠組み支保工3を表す平面図である。図1,図2,図3,図4,図5に示すように、枠組み支保工3は、床版ブロック6を仮支持する支柱7を有する櫓状の構造からなり、立体的な枠状の枠部材8を複数積層させることで形成される。枠部材8は、間隔をあけて3本2列で配設された複数の支柱部材9と、水平方向に延在して隣接する支柱部材9間をつなぐ複数の横つなぎ10と、支柱部材9および横つなぎ10で形成された矩形枠内に嵌装された複数のブレス11とから構成されている。   3 and 4 are side views showing a part of the frame support 3, and FIG. 5 is a plan view showing the frame support 3. As shown in FIGS. 1, 2, 3, 4, and 5, the frame support 3 has a bowl-like structure having a column 7 that temporarily supports the floor slab block 6, and has a three-dimensional frame shape. It is formed by laminating a plurality of frame members 8. The frame member 8 includes a plurality of support members 9 arranged in three rows and two rows at intervals, a plurality of horizontal joints 10 extending in the horizontal direction and connecting between adjacent support members 9, and the support members 9. And a plurality of breaths 11 fitted in a rectangular frame formed by the horizontal tether 10.

支柱部材9は丸管状の部材であり、複数の支柱部材9を直線的に連結することで支柱7は形成される。また、支柱部材9には長さが異なる複数種類のものがあり、最上段の枠部材8を構成する支柱部材9の長さは中間部や下端部の支柱部材9に比べて短い。また、最上段の支柱部材9の上端には最上段の支柱部材9より短い頂部支柱部材9aが連結されており、隣り合う頂部支柱部材9aの上端部間に枕桁4は架け渡されている。   The column member 9 is a round tubular member, and the column 7 is formed by connecting a plurality of column members 9 linearly. Further, there are a plurality of types of support members 9 having different lengths, and the length of the support members 9 constituting the uppermost frame member 8 is shorter than the support members 9 at the intermediate portion and the lower end portion. Further, a top column member 9 a shorter than the top column member 9 is connected to the upper end of the upper column member 9, and the pillow girder 4 is bridged between the upper ends of adjacent top column members 9 a. .

図6は支柱部材9端部の断面図である。図3,図4,図6に示すように、支柱部材9の上下端には、横つなぎ10及びブレス11の端部とそれぞれピン接合されるガセットプレート12と、上下の支柱部材9同士を連結するための継手プレート13とがそれぞれ形成されている。継手プレート13は円形に形成され、上下の支柱部材9の継手プレート13同士をボルト接合するための孔13aが4箇所形成されている。また、ガセットプレート12は支柱部材9を中心に十字状に形成されており、横つなぎ10及びブレス11の端部とそれぞれピン接合するための孔12aが2箇所づつ形成されている。   FIG. 6 is a cross-sectional view of the end portion of the column member 9. As shown in FIGS. 3, 4, and 6, the upper and lower ends of the support member 9 are connected to the end portions of the horizontal joint 10 and the brace 11, and the gusset plate 12 that is pin-connected to each other, and the upper and lower support members 9 are connected to each other. And a joint plate 13 are formed. The joint plate 13 is formed in a circular shape, and four holes 13a for bolting the joint plates 13 of the upper and lower support members 9 are formed. Further, the gusset plate 12 is formed in a cross shape with the support member 9 as a center, and two holes 12a are formed at two positions for pin-joining the end portions of the horizontal joint 10 and the brace 11, respectively.

横つなぎ10は、支柱部材9の上端部間に配置されており、横つなぎ10の両端部は、支柱部材9上端部のガセットプレート12にそれぞれピン接合されている。また、ブレス11は、隣接する一方の支柱部材9の上端部と他方の支柱部材9の下端部との間に斜めに配置されているとともに、一方の支柱部材9の下端部と他方の支柱部材9の上端部との間に斜めに配置されており、2本の支柱部材9の間でX状に配置されている。   The horizontal joint 10 is disposed between the upper end portions of the support member 9, and both end portions of the horizontal connection 10 are respectively pin-connected to the gusset plate 12 at the upper end portion of the support member 9. In addition, the brace 11 is disposed obliquely between the upper end portion of one adjacent strut member 9 and the lower end portion of the other strut member 9, and the lower end portion of one strut member 9 and the other strut member 9 is disposed obliquely with respect to the upper end of 9, and is disposed in an X shape between the two support members 9.

図7は支柱部材9中央部の断面図であり、図8は図3に示すA―A間の水平断面図である。図3,図4,図7,図8に示すように、枠組み支保工3の内部には、作業員が作業するための作業床14が間隔をあけて複数段形成されている。また、支柱部材9は、長さが2.0mであり、支柱部材9の中間部分(端部から1.0mの箇所)には、作業床14を支持するための鍔部15が形成されている。鍔部15は円形に形成されており、鍔部15には4つの孔15aが等間隔に形成されている。   7 is a cross-sectional view of the center portion of the column member 9, and FIG. 8 is a horizontal cross-sectional view taken along the line AA in FIG. As shown in FIGS. 3, 4, 7, and 8, a work floor 14 for a worker to work is formed in a plurality of stages at intervals in the framework support work 3. In addition, the column member 9 has a length of 2.0 m, and a flange portion 15 for supporting the work floor 14 is formed in an intermediate portion (1.0 m from the end) of the column member 9. Yes. The flange 15 is formed in a circular shape, and four holes 15a are formed in the flange 15 at equal intervals.

枠部材8の内部に形成された作業床14は、鍔部15間に架設されて複数平行に並設された横架材16と、横架材16間に架設された鋼製の踏板17とから構成されている。横架材16は丸管状の部材であり、両端部には鍔部15の孔15aに上方から貫入するピン16aがそれぞれ突設されている。踏板17は、両端部に横架材16に掛止する爪18aを有する複数の鋼製布板(アンチ18)と、アンチ18間の隙間に敷設される足場板19とから構成されている。また、鍔部15が支柱部材9の中間部分に形成されているため、作業床14は枠部材8の略中央の高さに位置するところに形成されている。アンチ18は、従来から仮設設備に用いられている規格化された既製の部材であり、図では長さ1829mm,幅500mmのアンチと、長さ1829mm,幅240mmのアンチが使用されている。   The work floor 14 formed inside the frame member 8 includes a horizontal member 16 that is installed between the flanges 15 and arranged in parallel, and a steel tread 17 that is provided between the horizontal members 16. It is composed of The horizontal member 16 is a round tubular member, and pins 16a penetrating from above into the holes 15a of the flange 15 are respectively provided at both ends. The tread 17 is composed of a plurality of steel cloth plates (anti 18) having claws 18a hooked to the horizontal member 16 at both ends, and a scaffold plate 19 laid in a gap between the anti 18. Further, since the flange portion 15 is formed at the intermediate portion of the column member 9, the work floor 14 is formed at a position approximately at the center of the frame member 8. The anti 18 is a standardized off-the-shelf member that has been conventionally used for temporary facilities, and in the drawing, an anti with a length of 1829 mm and a width of 500 mm and an anti with a length of 1829 mm and a width of 240 mm are used.

また、図3,図4,図5に示すように、枠組み支保工3の外側には、作業員が上下移動するための複数の階段部材20が付設されているとともに、間隔をあけて複数設けられた階段部材20間に架け渡す踊場足場21が形成されている。階段部材20は各枠部材8にそれぞれ付設されており、一方の支柱部材9の下端部及び他方の支柱部材9の上端部にそれぞれ張設された階段ブラケット22と、両端に階段ブラケット22に掛ける爪23aを有し階段ブラケット22間に架設された階段枠23とから構成されている。階段ブラケット22は、基端にガセットプレート12にボルト接合される接合部24と、階段枠23の爪23aが掛けられるロッド状の被掛止部25とから構成されている。階段枠23は、従来から仮設設備に用いられている規格化された既製の部材であり、図では幅450mm,長さ1829mm,高さ1955mmの階段枠が使用されている。   As shown in FIGS. 3, 4, and 5, a plurality of step members 20 for moving the worker up and down are attached to the outside of the frame supporting work 3, and a plurality of step members 20 are provided at intervals. A landing platform 21 is formed between the step members 20 formed. A staircase member 20 is attached to each frame member 8, and a staircase bracket 22 stretched on the lower end portion of one strut member 9 and the upper end portion of the other strut member 9, and the staircase bracket 22 on both ends. It has a claw 23a and a staircase frame 23 installed between the staircase brackets 22. The staircase bracket 22 includes a joint portion 24 that is bolted to the gusset plate 12 at a base end, and a rod-shaped hooked portion 25 on which a claw 23a of the staircase frame 23 is hung. The staircase frame 23 is a standardized ready-made member that has been conventionally used for temporary facilities. In the figure, a staircase frame having a width of 450 mm, a length of 1829 mm, and a height of 1955 mm is used.

また、図1,図5に示すように、階段部材20の内側及び外側には、階段部材20を昇降する際に掴まるための手摺26,27がそれぞれ形成されている。外側の手摺(外手摺26)は、階段ブラケット22の先端に立設されたアングル材からなる親柱28と、階段部材20の傾斜方向に延在する丸管からなる手摺棒29とから構成されている。手摺棒29は、2本の親柱28の上端部および中間部にそれぞれピン接合され、2本の親柱28の間に架設されている。   As shown in FIGS. 1 and 5, handrails 26 and 27 are formed on the inner side and the outer side of the stair member 20 so as to be gripped when the stair member 20 is moved up and down. The outer handrail (outer handrail 26) is composed of a main pillar 28 made of an angle member standing at the tip of the staircase bracket 22 and a handrail rod 29 made of a round tube extending in the inclination direction of the staircase member 20. ing. The handrail bar 29 is pin-joined to the upper end portion and the middle portion of the two main pillars 28 and is installed between the two main pillars 28.

図9(a)は内側の手摺(内手摺27)の一端側(下端側)の接合部を表す拡大図であり、図9(b)は内手摺27の他端側(上端側)の接合部を表す拡大図である。図1,図9(a),図9(b)に示すように、内手摺27は階段部材20の傾斜方向に延在するロッド状の部材であり、一方の支柱部材9に形成された鍔部15と他端(上端)は他方の支柱部材9に形成された鍔部15との間に架設されている。内手摺27の一端(下端)は、下方向に鈍角に屈曲されており、他端(上端)は、下方向に鋭角に屈曲されている。内手摺27は屈曲された両端部が鍔部15の孔15aにそれぞれ嵌入されることで保持されている。   FIG. 9A is an enlarged view showing a joint portion on one end side (lower end side) of the inner handrail (inner handrail 27), and FIG. 9B is a joint view on the other end side (upper end side) of the inner handrail 27. It is an enlarged view showing a part. As shown in FIGS. 1, 9 (a), and 9 (b), the inner handrail 27 is a rod-shaped member that extends in the inclination direction of the staircase member 20, and the collar formed on one of the support members 9. The portion 15 and the other end (upper end) are installed between the flange portion 15 formed on the other column member 9. One end (lower end) of the inner handrail 27 is bent at an obtuse angle downward, and the other end (upper end) is bent at an acute angle downward. The inner handrail 27 is held by bending both ends into the holes 15 a of the flange 15.

また、図3,図4,図5に示すように、踊場足場21は、隣接する支柱部材9の上端部にそれぞれ張設された踊場ブラケット30と、踊場ブラケット30上に形成されたステージ部31と、ステージ部31の外側に設けられた手摺部32とから構成されている。ステージ部31は、踊場ブラケット30上に間隔をあけて平行に架設された2本の親パイプ33と、親パイプ33上に間隔をあけて架設された複数本の転ばしパイプ34と、転ばしパイプ34上に敷設された足場板35とから構成されている。また、手摺部32は、踊場ブラケット30の先端に立設されたアングル材からなる親柱36と、水平方向に延在する丸管からなる手摺棒37とから構成されている。手摺棒37は、2本平行に並べられており、2本の親柱36の上端部および中間部にそれぞれピン接合され、2本の親柱36の間に架設されている。   As shown in FIGS. 3, 4, and 5, the landing stage scaffold 21 includes a landing stage bracket 30 that is stretched on the upper end portion of the adjacent support member 9, and a stage portion 31 that is formed on the landing stage bracket 30. And a handrail portion 32 provided outside the stage portion 31. The stage portion 31 includes two parent pipes 33 installed in parallel on the landing bracket 30 at intervals, a plurality of rolling pipes 34 installed on the parent pipe 33 at intervals, and a rolling pipe 34. It is comprised from the scaffolding board 35 laid on the top. Moreover, the handrail part 32 is comprised from the main pillar 36 which consists of the angle material erected at the front-end | tip of the landing bracket 30, and the handrail rod 37 which consists of a round tube extended in a horizontal direction. Two handrail rods 37 are arranged in parallel, are pin-joined to the upper end portion and the middle portion of the two main pillars 36, respectively, and are installed between the two main pillars 36.

次に、上記した構成からなるベント設備1の構築方法について説明する。   Next, the construction method of the vent facility 1 having the above configuration will be described.

先ず、図1,図2に示すように、地盤G上に敷桁2を敷設し、敷桁2の上に最下段の枠部材8を組み立てる工程を行う。具体的には、地盤G上の所定位置に敷桁2を2本平行に敷き並べ、この敷桁2の上面に所定間隔をあけて支柱部材9を3本づつ建てる。このとき、支柱部材9と敷桁2との間にベースジャッキ等を介在させてもよい。そして、敷桁2の軸方向及び敷桁2に直交する方向にそれぞれ隣り合う支柱部材9の上端部間および下端部間に横つなぎ10をそれぞれ配置し、横つなぎ10の両端部を支柱部材9の上下端部に形成されたガセットプレート12にそれぞれピン接合する。また、同じく隣り合う支柱部材9の間に2本のブレス11をX状に配置し、ブレス11の両端をガセットプレート12にそれぞれピン接合して、支柱部材9と横つなぎ10とで形成された矩形枠内にブレス12を嵌装させる。   First, as shown in FIG. 1 and FIG. 2, the process of laying the girder 2 on the ground G and assembling the lowermost frame member 8 on the girder 2 is performed. Specifically, two spar 2 is laid in parallel at a predetermined position on the ground G, and three support members 9 are erected on the top surface of the spar 2 with a predetermined interval. At this time, a base jack or the like may be interposed between the support member 9 and the spar 2. And the horizontal joint 10 is each arrange | positioned between the upper end part and the lower end part of the support | pillar member 9 which adjoin the axial direction of the cross girder 2 and the direction orthogonal to the cross girder 2 respectively, The gusset plates 12 formed on the upper and lower end portions are respectively pin-joined. Similarly, two braces 11 are arranged in an X shape between adjacent strut members 9, and both ends of the brace 11 are respectively pin-bonded to the gusset plate 12 to form the strut members 9 and the horizontal joints 10. The breath 12 is fitted into the rectangular frame.

次に、最下段の枠部材8の内部に作業床14を形成する工程を行う。具体的には、敷桁2に直交する方向に隣り合う支柱部材9の中間部間に横架材16を配置し、支柱部材9の鍔部15に形成された孔15a内に横架材16両端部にそれぞれ形成されたピン16aをそれぞれ嵌入して横架材16を架設し、横架材16を間隔をあけて3本平行に並設する。そして、これらの横架材16の間にアンチ18及び足場板19を架け渡し、1段目の作業床14を形成する。   Next, the process of forming the work floor 14 inside the lowermost frame member 8 is performed. Specifically, the horizontal member 16 is disposed between the intermediate portions of the column members 9 adjacent to each other in the direction orthogonal to the spar 2, and the horizontal member 16 is placed in the hole 15 a formed in the flange portion 15 of the column member 9. The horizontal members 16 are installed by inserting the pins 16a respectively formed at both ends, and three horizontal members 16 are arranged in parallel at intervals. Then, an anti 18 and a scaffold plate 19 are bridged between the horizontal members 16 to form a first-stage work floor 14.

また、枠部材8の外側に階段部材20を取り付ける工程を行う。具体的には、隣り合う一方の支柱部材9の下端部に階段ブラケット22を取り付けるとともに、他方の支柱部材9の上端部に階段ブラケット22を取り付ける。これらの階段ブラケット22は、支柱部材9の上下端部に形成されたガセットプレート12のうち外側に張り出されたガセットプレート12に階段ブラケット22の接合部24を重ね合わせてボルト接合することにより支柱部材9に取り付ける。そして、2本の階段ブラケット22の被掛止部25間に階段枠23を配置し、階段枠23の両端に備えられた爪23aを被掛止部25にそれぞれ掛け、階段枠23を設置する。また、階段ブラケット22の先端に、予め親柱28を溶接して立設させておき、2本の親柱28の間に斜め方向に延在する手摺棒29を2本平行に配置し、親柱28の上端部および中間部にそれぞれピン接合して外手摺24を組み立てる。   Moreover, the process of attaching the staircase member 20 to the outer side of the frame member 8 is performed. Specifically, the staircase bracket 22 is attached to the lower end portion of one of the adjacent strut members 9 and the staircase bracket 22 is attached to the upper end portion of the other strut member 9. These stair brackets 22 are struts by superimposing the joints 24 of the stair brackets 22 on the gusset plates 12 projecting outside of the gusset plates 12 formed on the upper and lower ends of the strut members 9 and bolting them. Attach to member 9. Then, the staircase frame 23 is disposed between the hooked portions 25 of the two staircase brackets 22, the claws 23 a provided at both ends of the staircase frame 23 are hung on the hooked portions 25, and the staircase frame 23 is installed. . In addition, the main pillar 28 is preliminarily welded to stand at the front end of the stair bracket 22, and two handrail bars 29 extending in an oblique direction between the two main pillars 28 are arranged in parallel. The outer handrail 24 is assembled by pin-joining the upper end portion and the intermediate portion of the column 28, respectively.

次に、地盤G上で2段目の枠部材8を形成するとともに、この枠部材8の外側に階段部材20を付設し、また枠部材8の内部に作業床14を形成し、さらに枠部材8の外側に踊場足場21を取り付ける工程を行う。具体的には、地上で上記した最下段の枠部材8の組み立て手順と同様にして2段目の枠部材8を組み立てる。また、階段部材20及び作業床14についても、上記した最下段の階段部材20及び作業床14と同様にして地上で取り付ける。階段部材20は、最下段の枠部材8に取り付けられた階段部材20の延長線上に形成する。   Next, a second-stage frame member 8 is formed on the ground G, a stair member 20 is attached to the outside of the frame member 8, a work floor 14 is formed inside the frame member 8, and the frame member The process of attaching the landing stage scaffold 21 to the outside of 8 is performed. Specifically, the second frame member 8 is assembled on the ground in the same manner as the assembly procedure of the lowermost frame member 8 described above. The stair member 20 and the work floor 14 are also attached on the ground in the same manner as the lowermost stair member 20 and the work floor 14 described above. The staircase member 20 is formed on an extension line of the staircase member 20 attached to the lowermost frame member 8.

また、隣り合う支柱部材9の上端部に踊場ブラケット30をそれぞれ取り付け、2本の踊場ブラケット30の上に親パイプ33を間隔をあけて2本平行に架設し、2本の親パイプ33の上に転ばしパイプ34を間隔をあけて3本平行に架設し、転ばしパイプ34の上に足場板35を敷設して踊場足場21を組み立てる。踊場ブラケット30は、支柱部材9の上端部に形成されたガセットプレート12のうち外側に張り出しているガセットプレート12にボルト接合することで支柱部材9に取り付ける。また、また、踊場ブラケット30の先端に、予め親柱36を溶接して立設させておき、2本の親柱36の間に水平方向に延在する手摺棒37を2本平行に配置し、親柱36の上端部および中間部にそれぞれピン接合して手摺部32を組み立てる。また、踊場足場21は、2段目の枠部材8に付設された階段部材20の上端部に接続されている。   In addition, the landing brackets 30 are respectively attached to the upper ends of the adjacent strut members 9, and two parent pipes 33 are installed on the two landing brackets 30 in parallel with an interval between them. Three rolling pipes 34 are installed in parallel at intervals, and a scaffold plate 35 is laid on the rolling pipe 34 to assemble the landing scaffold 21. The landing bracket 30 is attached to the support member 9 by bolting to the gusset plate 12 projecting outward from the gusset plate 12 formed at the upper end of the support member 9. Further, the main pillar 36 is preliminarily welded to stand at the tip of the landing bracket 30, and two handrail bars 37 extending in the horizontal direction are arranged in parallel between the two main pillars 36. The handrail portion 32 is assembled by pin joining to the upper end portion and the intermediate portion of the main pillar 36. In addition, the landing scaffold 21 is connected to the upper end of the staircase member 20 attached to the second-stage frame member 8.

次に、地上で組まれた2段目の枠部材8を最下段の枠部材8の上に積層する工程を行う。具体的には、2段目の枠部材8をクレーン等を使用して吊り上げて、敷桁2上に組み立てられた最下段の枠部材8の上に載せる。このとき、最下段の支柱部材9上端部の継手プレート13と、2段目の支柱部材9下端部の継手プレート13とが重なり合うように2段目の枠部材8の位置合わせを行い、継手プレート13同士をボルト接合して支柱部材9を連結する。   Next, a step of laminating the second frame member 8 assembled on the ground on the lowermost frame member 8 is performed. Specifically, the second frame member 8 is lifted using a crane or the like and placed on the lowermost frame member 8 assembled on the spar 2. At this time, the second stage frame member 8 is aligned so that the joint plate 13 at the upper end of the lowermost column member 9 and the joint plate 13 at the lower end of the second column member 9 are overlapped, and the joint plate The strut members 9 are connected by bolting 13 together.

上記した地上で枠部材8を組み立て、枠部材8に作業床14及び階段部材20を付設する工程と、枠部材8を積層する工程とを繰り返し行うことで櫓状の枠組み支保工3を構築する。踊場足場21は、一層おきに設置するとともに、離されて設置された階段部材20の間に架け渡すように形成し、階段部材20と踊場足場21とは枠組み支保工3の周りに螺旋状に形成される。また、内手摺27も枠部材8を積層させる毎に順次取り付けていく。そして、最上段の枠部材8を積み上げた後、最上段の支柱部材9の上端部に頂部支柱部材9aを連結し、隣り合う頂部支柱部材9aの上端部間に枕桁4を架け渡す。   The frame member 8 is assembled on the ground, and the process of attaching the work floor 14 and the stair member 20 to the frame member 8 and the process of laminating the frame member 8 are repeated to construct the bowl-shaped frame support 3. . The landing stage scaffolding 21 is installed every other layer and is formed so as to be bridged between the staircase members 20 that are separated from each other. The staircase member 20 and the landing stage scaffolding 21 are spirally formed around the frame support 3. It is formed. Further, the inner handrail 27 is also attached sequentially every time the frame members 8 are stacked. After the uppermost frame member 8 is stacked, the top column member 9a is connected to the upper end of the uppermost column member 9, and the pillow girder 4 is bridged between the upper ends of the adjacent top column members 9a.

上記した構成からなるベント設備1によれば、枠組み支保工3には昇降し易く安全に昇降することができる階段部材20が付設されているため、作業員は階段部材20を使って容易且つ安全に枠組み支保工3内を上下移動することができる。また、階段部材20は枠組み支保工3の外側に設けられているため、作業員が階段部材20を使って昇降する際、頭上に障害物となり得るものはなく、スムーズに昇降することができる。よって、作業員が機材や資材等を持っている場合も昇降し易く、作業員の作業性を向上させることができる。また、階段部材20は枠組み支保工3に取り付けるだけであるため、別途昇降設備用の枠組み足場等を組み立てる必要はなく、作業員が昇降するための設備は容易に形成され、ベント設備1が高層の場合でも少ない手間と低コストで安全且つ昇降し易い設備を設けることができる。   According to the vent equipment 1 having the above-described configuration, the frame support 3 is provided with the stair member 20 that can be lifted up and down easily and safely, so that the worker can easily and safely use the stair member 20. It is possible to move up and down in the framework support 3. Moreover, since the staircase member 20 is provided outside the frame supporter 3, when an operator moves up and down using the staircase member 20, there is nothing that can be an obstacle above the head, and it can be moved up and down smoothly. Therefore, even when the worker has equipment or materials, the worker can easily move up and down, and the workability of the worker can be improved. Further, since the staircase member 20 is simply attached to the frame support 3, there is no need to separately assemble a frame scaffold or the like for the lifting equipment, equipment for raising and lowering the worker is easily formed, and the vent equipment 1 is a high-rise building. Even in this case, it is possible to provide a facility that is safe and easy to move up and down with little effort and low cost.

また、枠組み支保工3は、枠状に形成された複数の枠部材8を積層して形成され、枠部材8の内部には、枠部材8の略中央の高さに位置する作業床14が形成されているため、上段の枠部材8を下段の枠部材8の上に配置する際、下段の枠部材8の作業床14は枠部材8の横つなぎ10やブレス11に囲まれる。したがって、下段の支柱部材9と上段の支柱部材9とをボルト締めする作業員の作業場となる下段の作業床14は、横つなぎ10やブレス11が手摺代わりとなり、安全設備が先行して形成されていることになる。これによって、作業床14からの転落を防止することができ、安全性を向上させることができる。   In addition, the frame support 3 is formed by laminating a plurality of frame members 8 formed in a frame shape, and a work floor 14 located at a substantially central height of the frame member 8 is formed inside the frame member 8. Therefore, when the upper frame member 8 is arranged on the lower frame member 8, the work floor 14 of the lower frame member 8 is surrounded by the horizontal joint 10 and the brace 11 of the frame member 8. Therefore, the lower work floor 14 which is a work place for the worker who bolts the lower column member 9 and the upper column member 9 is formed with safety equipment in advance, with the horizontal joint 10 and the brace 11 serving as handrails. Will be. Thereby, falling from the work floor 14 can be prevented, and safety can be improved.

また、枠組み支保工3には、間隔をあけて複数設けられた階段部材20間に架け渡す踊場足場21が設けられているため、枠組み支保工3内に入らずに、踊場足場21を通って階段部材20間を移動することができ、間隔をあけて複数設けられた階段部材20を使用した昇降が容易になる。これによって、スムーズに昇降することができ、作業性を向上させることができる。   In addition, the frame support 3 is provided with a landing platform 21 that spans a plurality of staircase members 20 provided at intervals, so that the frame support 3 does not enter the frame support 3 and passes through the landing platform 21. It is possible to move between the staircase members 20, and it is easy to move up and down using a plurality of staircase members 20 provided at intervals. Thereby, it can raise / lower smoothly and workability | operativity can be improved.

また、上記した構成からなるベント設備1の構築方法によれば、枠部材8を形成するとともに、この枠部材8の外側に階段部材20を付設し、また枠部材8の内部に作業床14を形成する工程と、地上で組まれた枠部材8を積層させて枠組み支保工3を形成する工程とを備えるため、枠部材8を積み上げていく過程で、階段部材20が順次形成される。よって、枠部材8を積層させていく際、作業員は上下の作業床14間をスムーズに移動することができ、作業性は向上する。また、枠部材8を組み立てる作業は積層する前に地上で行われるため、枠組み支保工3を構築する際の高所作業が少なくなる。これによって、安全性を向上させることができる。   Moreover, according to the construction method of the vent equipment 1 having the above-described configuration, the frame member 8 is formed, the step member 20 is attached to the outside of the frame member 8, and the work floor 14 is provided inside the frame member 8. Since the forming step and the step of forming the frame support 3 by laminating the frame members 8 assembled on the ground are provided, the step members 20 are sequentially formed in the process of stacking the frame members 8. Therefore, when the frame members 8 are stacked, the worker can smoothly move between the upper and lower work floors 14 and workability is improved. Moreover, since the operation | work which assembles the frame member 8 is performed on the ground before laminating | stacking, the height work at the time of constructing the frame support construction 3 decreases. Thereby, safety can be improved.

以上、本発明に係るベント設備とその構築方法の実施の形態について説明したが、本発明は上記した実施の形態に限定されるものではなく、その趣旨を逸脱しない範囲で適宜変更可能である。例えば、上記した実施の形態では、階段部材20は、階段ブラケット22と、両端に階段ブラケット22に掛ける爪23aを有する階段枠23とから構成されているが、本発明は、階段ブラケットと階段枠とが一体に形成された階段部材でもよく、階段枠に爪がなく階段ブラケットに溶接されていてもよい。また、上記した実施の形態では、階段ブラケット22の先端に立設された親柱28と親柱28にピン接合された手摺棒29とから構成された外手摺26が組み立て現場で組み立てられているが、本発明は、外手摺が備え付けられた階段部材を使用してもよい。これによって、現場での作業が軽減され、作業時間を短縮することができる。   The embodiment of the vent facility and the construction method thereof according to the present invention has been described above. However, the present invention is not limited to the above-described embodiment, and can be changed as appropriate without departing from the spirit of the present invention. For example, in the above-described embodiment, the staircase member 20 is configured by the staircase bracket 22 and the staircase frame 23 having the claws 23a that are hung on the staircase bracket 22 at both ends. May be formed integrally with each other, or the staircase frame may be welded to the staircase bracket without a claw. In the above-described embodiment, the outer handrail 26 composed of the main pillar 28 erected at the tip of the staircase bracket 22 and the handrail rod 29 pin-joined to the parent pillar 28 is assembled at the assembly site. However, the present invention may use a step member provided with an outer handrail. Thereby, the work at the site is reduced and the working time can be shortened.

また、上記した実施の形態では、作業床14は横架材16と踏板17とを組み立てることで形成され、踏板17はアンチ18と足場板19とによって構成されているが、本発明は、横架材16と踏板17とが一体に形成されていてもよく、アンチ18または足場板19のうち一方だけで踏板17を形成してもよく、無論木製足場板を使用してもよい。また、上記した実施の形態では、踊場足場21を形成するステージ部31は、親パイプ33と転ばしパイプ34と足場板35とを組み立てることで形成され、手摺部32を親柱36と手摺棒37とで構成しているが、本発明は、既製のステージ部材を使用してもよく、また、手摺部が備え付けられたステージ部材を使用してもよい。さらに、踊場ブラケットがステージ部に一体に形成されていてもよい。これによって、現場での作業が軽減され、作業時間を短縮することができる。   Further, in the above-described embodiment, the work floor 14 is formed by assembling the horizontal member 16 and the tread board 17, and the tread board 17 is configured by the anti 18 and the scaffold board 19. The base material 16 and the footboard 17 may be formed integrally, the footboard 17 may be formed by only one of the anti 18 or the footing board 19, and of course, a wooden footing board may be used. In the above-described embodiment, the stage portion 31 forming the landing platform 21 is formed by assembling the parent pipe 33, the rolling pipe 34, and the scaffold plate 35, and the handrail portion 32 is replaced with the parent pillar 36 and the handrail rod 37. However, in the present invention, a ready-made stage member may be used, or a stage member provided with a handrail portion may be used. Furthermore, a landing bracket may be formed integrally with the stage portion. Thereby, the work at the site is reduced and the working time can be shortened.

本発明に係るベント設備とその構築方法の実施の形態を説明するための全体立面図である。It is the whole elevation view for demonstrating embodiment of the vent equipment which concerns on this invention, and its construction method. 本発明に係るベント設備とその構築方法の実施の形態を説明するための全体立面図である。It is the whole elevation view for demonstrating embodiment of the vent equipment which concerns on this invention, and its construction method. 本発明に係るベント設備とその構築方法の実施の形態を説明するための部分側面図である。It is a partial side view for demonstrating embodiment of the vent equipment which concerns on this invention, and its construction method. 本発明に係るベント設備とその構築方法の実施の形態を説明するための部分側面図である。It is a partial side view for demonstrating embodiment of the vent equipment which concerns on this invention, and its construction method. 本発明に係るベント設備とその構築方法の実施の形態を説明するための平面図である。It is a top view for demonstrating embodiment of the vent equipment which concerns on this invention, and its construction method. 本発明に係るベント設備とその構築方法の実施の形態を説明するための支柱部材端部の部分図である。It is the fragmentary figure of the strut member edge part for demonstrating embodiment of the vent equipment which concerns on this invention, and its construction method. 本発明に係るベント設備とその構築方法の実施の形態を説明するための支柱部材中央部の部分図である。It is a fragmentary figure of the column member central part for demonstrating embodiment of the vent equipment which concerns on this invention, and its construction method. 本発明に係るベント設備とその構築方法の実施の形態を説明するための図3に示すA−A間の平面図である。It is a top view between AA shown in FIG. 3 for demonstrating embodiment of the vent equipment which concerns on this invention, and its construction method. (a),(b)共に、本発明に係るベント設備とその構築方法の実施の形態を説明するための支柱部材中央部の詳細図である。(A), (b) is detail drawing of the support | pillar member center part for demonstrating embodiment of the vent equipment which concerns on this invention, and its construction method.

符号の説明Explanation of symbols

1 ベント設備
3 枠組み支保工
6 床版ブロック(橋梁部材)
7 支柱
8 枠部材
14 作業床
20 階段部材
21 踊場足場

1 Vent equipment 3 Frame support 6 Floor slab block (bridge member)
7 Prop 8 Frame member 14 Work floor 20 Stair member 21 Landing scaffold

Claims (4)

橋梁部材を仮支持する複数の支柱を有する枠組み支保工が備えられているベント設備において、
前記枠組み支保工の外側には、階段部材が付設されていることを特徴とするベント設備。
In a vent facility provided with a frame support having a plurality of columns that temporarily support a bridge member,
A venting facility characterized in that a staircase member is attached to the outside of the frame support work.
請求項1記載のベント設備において、
前記枠組み支保工は、枠状に形成された複数の枠部材を積層して形成され、該枠部材の内部には、該枠部材の略中央の高さに位置する作業床が形成されていることを特徴とするベント設備。
The vent facility according to claim 1,
The frame support is formed by laminating a plurality of frame members formed in a frame shape, and a work floor located at a substantially central height of the frame member is formed inside the frame member. Vent equipment characterized by that.
請求項1または2記載のベント設備において、
前記枠組み支保工には、間隔をあけて複数設けられた前記階段部材間に架け渡す踊場足場が設けられていることを特徴とするベント設備。
The vent facility according to claim 1 or 2,
A venting facility characterized in that the frame support is provided with a landing platform spanned between the plurality of stair members provided at intervals.
請求項1から3のいずれか記載のベント設備の構築方法において、
前記枠部材を形成するとともに、該枠部材に前記階段部材を取り付ける工程と、複数の前記枠部材を積層させて枠組み支保工を形成する工程とを備えることを特徴とするベント設備の構築方法。

In the construction method of the vent equipment in any one of Claim 1 to 3,
A method for constructing a vent facility, comprising: forming the frame member; attaching the step member to the frame member; and forming a frame support by stacking the plurality of frame members.

JP2004063015A 2004-03-05 2004-03-05 Vent equipment and its construction method Pending JP2005248628A (en)

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Publications (1)

Publication Number Publication Date
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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013072253A (en) * 2011-09-28 2013-04-22 Mitsui Zosen Tekko Koji Kk Pipe bend structure
CN106836001A (en) * 2017-04-07 2017-06-13 中铁八局集团第工程有限公司 Integrate the bridge construction ladder access structure of concrete conveying pipe
CN112709156A (en) * 2021-01-26 2021-04-27 广西路建工程集团有限公司 Anti-pollution system for bridge pier body for creeping formwork construction

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013072253A (en) * 2011-09-28 2013-04-22 Mitsui Zosen Tekko Koji Kk Pipe bend structure
CN106836001A (en) * 2017-04-07 2017-06-13 中铁八局集团第工程有限公司 Integrate the bridge construction ladder access structure of concrete conveying pipe
CN112709156A (en) * 2021-01-26 2021-04-27 广西路建工程集团有限公司 Anti-pollution system for bridge pier body for creeping formwork construction
CN112709156B (en) * 2021-01-26 2022-05-10 广西路建工程集团有限公司 Bridge pier body anti-pollution system for creeping formwork construction

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