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JP2025145364A - Scaffolding installation method for boiler furnace hopper - Google Patents

Scaffolding installation method for boiler furnace hopper

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Publication number
JP2025145364A
JP2025145364A JP2024045493A JP2024045493A JP2025145364A JP 2025145364 A JP2025145364 A JP 2025145364A JP 2024045493 A JP2024045493 A JP 2024045493A JP 2024045493 A JP2024045493 A JP 2024045493A JP 2025145364 A JP2025145364 A JP 2025145364A
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boiler furnace
support frame
scaffolding
furnace hopper
column members
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JP7715864B1 (en
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勇作 安藤
健志 田中
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Taihei Dengyo Kaisha Ltd
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Taihei Dengyo Kaisha Ltd
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Abstract

【課題】点検足場の強度不足が生じることなく点検足場上に重量物を載置してもその設置位置や移動を自由に可能なボイラ火炉ホッパー部足場の設置工法を提供する。
【解決手段】ボイラ火炉ホッパー内に組まれた支持枠に基幹足場を高さ方向に設置した架設構造体9を架設し、基幹足場間にアルミ製材を主体とした片手手摺付板状体を一体的に高さ方向に掛け渡し、架設構造体の上部間に長方形状の板状アルミ製材を火炉全面に敷き全面作業床を構築するボイラ火炉ホッパー部足場の設置工法において、支持枠を、水平ベース枠材と四隅から立設する垂直柱部材12と四隅から延設され長辺方向に向けて傾斜し先端を互いに連結した斜柱部材を有するU字状支持枠10aと、水平ベース枠材の一方の短辺の端部から立設する一対の垂直柱部材12と四隅から延設され長辺方向に向けて傾斜し先端を互いに連結した斜柱部材を有するL字状支持枠10bで構築する。
【選択図】図2

To provide a method for installing a scaffold for a boiler furnace hopper, which allows for free installation positioning and movement even when a heavy object is placed on the scaffold without causing a shortage of strength in the scaffold.
[Solution] In the boiler furnace hopper scaffolding installation method, an erection structure (9) is erected in which a main scaffolding is installed vertically on a support frame assembled inside the boiler furnace hopper, and a plate-shaped body with a one-handed handrail made mainly of aluminum material is hung vertically integrally between the main scaffolding, and rectangular plate-shaped aluminum material is laid over the entire surface of the furnace between the top of the erection structure to construct a full-surface work floor.The support frame is constructed of a U-shaped support frame (10a) having a horizontal base frame material and vertical column members (12) erected from the four corners and diagonal column members extended from the four corners, inclined toward the long side, and whose tips are connected to each other, and an L-shaped support frame (10b) having a pair of vertical column members (12) erected from the end of one short side of the horizontal base frame material and diagonal column members extended from the four corners, inclined toward the long side, and whose tips are connected to each other.
[Selected Figure] Figure 2

Description

この発明は、火力発電所等で設置されるボイラ等のボイラ火炉ホッパー部足場の設置工法に関する。 This invention relates to a method for installing scaffolding for the boiler furnace hopper of a boiler, etc., installed at a thermal power plant, etc.

従来、火力発電所等に設置されるボイラではボイラの点検工事や改造工事のために、炉内点検足場を組立て、解体することが行われている。炉内点検足場は吊下げ型と自立型に区分されるが、何れの場合も、足場重量が数十トンになるために、炉内に点検足場を支える架設構造体を設置することが必要である。この架設構造体をボイラ火炉ホッパー内に組立てるために、更に架設構造体の組立て用の足場を仮設することが必要である。 Conventionally, for boilers installed at thermal power plants and other facilities, furnace inspection scaffolding is assembled and disassembled during boiler inspection and modification work. Furnace inspection scaffolding is divided into suspended and freestanding types, but in either case, the scaffolding weighs several tens of tons, so an erection structure to support the inspection scaffold must be installed inside the furnace. In order to assemble this erection structure inside the boiler furnace hopper, additional temporary scaffolding must be installed for assembling the erection structure.

このような炉内点検足場の設置工法は、種々の方法が知られており、例えば、特許文献1及び特許文献2に記載された設置工法が知られている。 Various methods are known for installing such furnace inspection scaffolding, including the installation methods described in Patent Documents 1 and 2.

特許文献1に記載されたボイラ火炉点検足場の支持構造体は、この点検足場の設置に用いられる構造体であって、ボイラ火炉ホッパー内に、水平ベース枠材とその枠材の4隅に軸支させた垂直柱部材及び斜柱部材と、その枠材に敷設した足場部材からなる一つの折畳み式支持枠本体を設置し、その支持枠本体の斜柱部材上端部に他の折畳み式支持枠本体の垂直柱材下端部を係合させて、他の支持枠本体を積み重ねて設置し、順次他の支持枠本体を設置して組み立ててなるという構造を有している。 The support structure for the boiler furnace inspection scaffold described in Patent Document 1 is a structure used to install this inspection scaffold. It is constructed by installing a single foldable support frame body within the boiler furnace hopper, consisting of a horizontal base frame member, vertical and diagonal pillar members pivotally supported at the four corners of the frame member, and scaffold members laid on the frame member. The upper ends of the diagonal pillar members of the first support frame body are engaged with the lower ends of the vertical pillar members of other foldable support frame bodies, and other support frame bodies are then installed and stacked, and other support frame bodies are then installed and assembled in sequence.

また、特許文献2に記載された空洞設備用足場の構築方法は、内部に空洞を有する空洞設備に対して複数の足場ブロックを一つずつワイヤーにより吊り上げて空中を移動させ、それらを積み上げて設置することにより空洞設備用足場を構築する方法であって、少なくとも、第1の足場ブロックを前記空洞設備の底部に設置する第1の工程と、前記第1の足場ブロックとは異なる第2の足場ブロックを前記第1の足場ブロックの上部に設置する第2の工程と、を有し、前記第1の足場ブロック及び第2の足場ブロックは、現場作業者が作業を行う作業床部と、前記作業床部の両端部から高さ方向に延びる支柱部と、をそれぞれ備え、前記作業床部には、前記足場ブロックを吊り上げる際に前記ワイヤーを係着自在に支持するためのワイヤー支持部材が取り付けられて用いられる。 Patent Document 2 also describes a method for constructing scaffolding for cavernous facilities by lifting multiple scaffolding blocks one by one with wires, moving them through the air, and stacking and installing them around a cavernous facility with an internal cavity. The method includes at least a first step of installing a first scaffolding block at the bottom of the cavernous facility, and a second step of installing a second scaffolding block, different from the first scaffolding block, on top of the first scaffolding block. The first scaffolding block and the second scaffolding block each include a work floor on which on-site workers perform work and support columns extending vertically from both ends of the work floor, and wire support members are attached to the work floor to support the wires so that they can be freely attached when lifting the scaffolding block.

特許第2916402号公報Patent No. 2916402 特開2023-91279号公報JP 2023-91279 A

しかしながら、特許文献1及び特許文献2に記載された点検足場の設置工法によると、ボイラ火炉ホッパーが炉外のバックスティーにより支持されるが、ボイラ火炉ホッパーには撓みが生じている場合がある。このような状況で上述した支持枠を用いて点検足場を設置する場合、支持枠とボイラ火炉ホッパーが接する角端には垂直方向ボルト付きのベースを取り付けて、垂直方向ボルトの伸縮によって上述したボイラ火炉ホッパーの撓みを吸収し、水平ベース枠材が平行に設置できるような構造としているものの、ボイラ火炉ホッパーの斜面に設置することとなるため、当該斜面のクサビ効果により水平ベース枠材が変形し、水平でなくなる場合がある。この場合、図8に示すように、隣り合う支持枠110の互いに近接する垂直柱部材112が干渉して隙間が生じる。また、支持枠110に片手手摺板状体116を取り付ける場合、隣り合う片手手摺板状体同士116も干渉する可能性がある。 However, with the inspection scaffolding installation methods described in Patent Documents 1 and 2, the boiler furnace hopper is supported by a backstay outside the furnace, but the boiler furnace hopper may be deflecting. When installing an inspection scaffolding using the support frame described above in such a situation, a base with vertical bolts is attached to the corner where the support frame and boiler furnace hopper meet. The expansion and contraction of the vertical bolts absorbs the deflection of the boiler furnace hopper, allowing the horizontal base frame to be installed parallel. However, because the scaffolding is installed on the slope of the boiler furnace hopper, the wedge effect of the slope can cause the horizontal base frame to deform and become unlevel. In this case, as shown in Figure 8, the adjacent vertical column members 112 of adjacent support frames 110 interfere with each other, creating a gap. Furthermore, when one-handed handrail plates 116 are attached to the support frame 110, the adjacent one-handed handrail plates 116 may also interfere with each other.

このような垂直柱部材112の干渉や支持枠110間の隙間が生じた状態で点検足場を設置すると、支持枠110同士の接合強度が不足することで、点検足場の強度不足を来たし、点検作業の安全な遂行を阻害する可能性がある。 If inspection scaffolding is installed with such interference between the vertical column members 112 or gaps between the support frames 110, the joint strength between the support frames 110 will be insufficient, resulting in a lack of strength for the inspection scaffolding and potentially hindering the safe execution of inspection work.

また、従来の点検足場では、架設構造体間にアルミ製材足場を掛け渡しているが、このアルミ製材足場の上に重力物を載せる場合には、アルミ製材足場の上に鋼材を架設構造体間に掛け渡すように配置し、その鋼材上に重量物を載せ、重量物の移動の際には、鋼材をレールとして用いることができる車輪付台車を用いて重量物の移動を行っていた。 Furthermore, conventional inspection scaffolding involves bridging aluminum lumber scaffolding between erected structures, but when placing a heavy load on this aluminum lumber scaffolding, steel members are placed on top of the aluminum lumber scaffolding to bridge the erected structures, and the heavy load is placed on this steel member. When moving the heavy load, a wheeled cart is used, which can use the steel member as a rail to move the heavy load.

しかしながら、このような移動方法では、重量物の設置場所が限定されてしまい、任意の場所に重量物を置いたり、移動させることができないという問題があった。 However, this method of moving has the problem that it limits the locations where heavy objects can be placed, making it impossible to place or move heavy objects to any desired location.

本発明は、このような状況に鑑みてなされたものであり、支持枠の変形による点検足場の強度不足が生じることなく、また、点検足場上に重量物を載置する場合にもその設置位置や移動を自由に行うことができるボイラ火炉ホッパー部足場の設置工法を提供することを課題とする。 The present invention was made in light of these circumstances, and its objective is to provide a method for installing scaffolding for the boiler furnace hopper section that prevents the inspection scaffolding from becoming weak due to deformation of the support frame, and allows for flexible installation and movement even when heavy objects are placed on the inspection scaffolding.

本発明に係るボイラ火炉ホッパー部足場の設置工法は、ボイラ火炉ホッパー内の傾斜面間に支持枠を組み、前記支持枠内に基幹足場を高さ方向に複数段設置した複数の架設構造体を架設し、隣接する架設構造体のスパンを1900mm以上にして、前記架設構造体の前記基幹足場間に2枚以上のアルミ製材を主体とした片面手摺付板状体を一体的に高さ方向に複数段架け渡し、次いで、前記架設構造体の上部間に長方形状の板状アルミ製材を火炉全面に敷き全面作業床を構築する、ボイラ火炉ホッパー部足場の設置工法において、前記支持枠を、長方形状の水平ベース枠材と、前記水平ベース枠材の四隅から立設する垂直柱部材と、前記四隅から延設されると共に、長辺方向に向けて傾斜し先端を互いに連結した斜柱部材と、と有するU字状支持枠と、長方形状の前記水平ベース枠材と、前記水平ベース枠材の一方の短辺の端部から立設する一対の垂直柱部材と、前記四隅から延設されると共に、長辺方向に向けて傾斜し先端を互いに連結した前記斜柱部材と、を有するL字状支持枠とで構築することを特徴とする。 The boiler furnace hopper scaffolding installation method of the present invention involves assembling a support frame between the inclined surfaces inside the boiler furnace hopper, erecting multiple erection structures within the support frame, with multiple levels of main scaffolding installed vertically, setting the span between adjacent erection structures to 1900 mm or more, and suspending multiple levels of single-sided handrail-equipped plate-shaped structures made primarily of aluminum material between the main scaffolding of the erection structures, and then laying rectangular aluminum plate-shaped materials across the entire surface of the furnace between the upper parts of the erection structures to create a full-surface work floor. In this installation method, the support frame is constructed using a U-shaped support frame comprising a rectangular horizontal base frame member, vertical column members erected from the four corners of the horizontal base frame member, and diagonal column members extending from the four corners, sloping in the long side direction and connected at their tips; and an L-shaped support frame comprising the rectangular horizontal base frame member, a pair of vertical column members erected from the end of one short side of the horizontal base frame member, and diagonal column members extending from the four corners, sloping in the long side direction and connected at their tips.

また、本発明に係るボイラ火炉ホッパー部足場の設置工法において、前記U字状支持枠及び前記L字状支持枠のそれぞれの前記垂直柱部材に対して滑動自在に組み付けられる手摺部材を有すると好適である。 Furthermore, in the boiler furnace hopper scaffolding installation method according to the present invention, it is preferable to have handrail members that can be slidably attached to the vertical column members of each of the U-shaped support frame and the L-shaped support frame.

また、本発明に係るボイラ火炉ホッパー部足場の設置工法において、前記支持枠は、所定の位置に前記所定の位置の上方から吊り下ろして設置され、吊り下ろし作業中は、前記手摺部材を隣り合う支持枠に対して干渉しないように、本来の位置よりも引っ込めると好適である。 Furthermore, in the boiler furnace hopper scaffolding installation method according to the present invention, the support frame is installed at a predetermined position by hanging it down from above the predetermined position, and during the hanging down operation, it is preferable to retract the handrail member from its original position so as not to interfere with adjacent support frames.

また、本発明に係るボイラ火炉ホッパー部足場の設置工法において、前記全面作業床の直下に架設構造体間梁を掛け渡し、前記架設構造体間梁と直行する補強梁を掛け渡し、前記板状アルミ製材は、その長手方向が前記架設構造体間梁と略平行に敷設されると好適である。 Furthermore, in the boiler furnace hopper scaffolding installation method according to the present invention, it is preferable that a beam between the erected structures is placed directly below the full-scale work floor, a reinforcing beam is placed perpendicular to the beam between the erected structures, and the plate-shaped aluminum material is laid so that its longitudinal direction is approximately parallel to the beam between the erected structures.

また、本発明に係るボイラ火炉ホッパー部足場の設置工法において、前記全面作業床の直下に架設構造体間梁を掛け渡し、前記板状アルミ製材は、その長手方向が前記架設構造体間梁と略直交する方向に敷設されると好適である。 Furthermore, in the boiler furnace hopper scaffolding installation method according to the present invention, it is preferable that a beam between the erected structures is hung directly below the full-surface work floor, and the plate-shaped aluminum material is laid in a direction such that its longitudinal direction is approximately perpendicular to the beam between the erected structures.

本発明に係るボイラ火炉ホッパー部足場の設置工法によれば、支持枠をU字状支持枠と、L字状支持枠とで構築し、片手手摺板状体を垂直柱部材に対して滑動自在に組み付けているので、支持枠をボイラ火炉ホッパーに設置した場合であっても隣り合う支持枠の垂直柱部材が干渉することがなく、より強固に支持枠同士を接合することが可能となる。 In the boiler furnace hopper scaffolding installation method of the present invention, the support frame is constructed from a U-shaped support frame and an L-shaped support frame, and the one-handed handrail plate is attached to the vertical column member so that it can slide freely. Therefore, even when the support frames are installed on the boiler furnace hopper, the vertical column members of adjacent support frames do not interfere with each other, and the support frames can be joined together more firmly.

また、全面作業床の直下に補強枠を架け渡しているので、全面作業床の強度が向上し、全面作業床上の任意の位置に重量物を置いたり、全面作業床上で自由に重量物の移動を行うことが可能となる。 In addition, a reinforcing frame is installed directly below the full-surface work floor, improving the strength of the full-surface work floor, making it possible to place heavy objects anywhere on the full-surface work floor and to move heavy objects freely across the full-surface work floor.

本発明の実施形態に係るボイラ火炉ホッパー部足場の設置工法によって構築されるボイラ火炉ホッパー部足場の斜視図。1 is a perspective view of a boiler furnace hopper scaffold constructed by a boiler furnace hopper scaffold installation method according to an embodiment of the present invention. FIG. 本発明の実施形態に係るボイラ火炉ホッパー部足場の正面図。FIG. 2 is a front view of a boiler furnace hopper scaffold according to an embodiment of the present invention. 本発明の実施形態に係るボイラ火炉ホッパー部足場に用いられるU字状支持枠の分解斜視図。FIG. 1 is an exploded perspective view of a U-shaped support frame used in a boiler furnace hopper scaffold according to an embodiment of the present invention. 本発明の実施形態に係るボイラ火炉ホッパー部足場に用いられるL字状支持枠の分解斜視図。FIG. 1 is an exploded perspective view of an L-shaped support frame used in a boiler furnace hopper scaffold according to an embodiment of the present invention. 本発明の実施形態に係るボイラ火炉ホッパー部足場に用いられる支持枠の片手手摺板状体の取付クランプ部を示す図。FIG. 10 is a diagram showing the mounting clamp portion of a one-handed handrail plate-shaped body of a support frame used in a boiler furnace hopper section scaffolding according to an embodiment of the present invention. 本発明の実施形態に係るボイラ火炉ホッパー部足場の設置工法を説明する図。FIG. 1 is a diagram illustrating a method for installing a scaffold for a boiler furnace hopper according to an embodiment of the present invention. 本発明の実施形態に係るボイラ火炉ホッパー部足場の平面図。FIG. 2 is a plan view of a boiler furnace hopper scaffold according to an embodiment of the present invention. 従来のボイラ火炉ホッパー部足場の設置工法を説明する概略図。FIG. 1 is a schematic diagram illustrating a conventional method for installing scaffolding for a boiler furnace hopper.

以下、本発明を実施するための好適な実施形態について、図面を用いて説明する。なお、以下の実施形態は、各請求項に係る発明を限定するものではなく、また、実施形態の中で説明されている特徴の組み合わせの全てが発明の解決手段に必須であるとは限らない。 Below, preferred embodiments for carrying out the present invention will be described with reference to the drawings. Note that the following embodiments do not limit the inventions described in the claims, and not all combinations of features described in the embodiments are necessarily essential to the solution of the invention.

図1は、本発明の実施形態に係るボイラ火炉ホッパー部足場の設置工法によって構築されるボイラ火炉ホッパー部足場の斜視図であり、図2は、本発明の実施形態に係るボイラ火炉ホッパー部足場の正面図であり、図3は、本発明の実施形態に係るボイラ火炉ホッパー部足場に用いられるU字状支持枠の分解斜視図であり、図4は、本発明の実施形態に係るボイラ火炉ホッパー部足場に用いられるL字状支持枠の分解斜視図であり、図5は、本発明の実施形態に係るボイラ火炉ホッパー部足場に用いられる支持枠の片手手摺板状体の取付クランプ部を示す図であり、図6は、本発明の実施形態に係るボイラ火炉ホッパー部足場の設置工法を説明する図であり、図7は、本発明の実施形態に係るボイラ火炉ホッパー部足場の平面図である。 Figure 1 is a perspective view of a boiler furnace hopper scaffold constructed by a boiler furnace hopper scaffolding installation method according to an embodiment of the present invention. Figure 2 is a front view of a boiler furnace hopper scaffolding according to an embodiment of the present invention. Figure 3 is an exploded perspective view of a U-shaped support frame used in a boiler furnace hopper scaffolding according to an embodiment of the present invention. Figure 4 is an exploded perspective view of an L-shaped support frame used in a boiler furnace hopper scaffolding according to an embodiment of the present invention. Figure 5 is a diagram showing the mounting clamp portion of a one-handed handrail plate-shaped support frame used in a boiler furnace hopper scaffolding according to an embodiment of the present invention. Figure 6 is a diagram explaining the installation method of a boiler furnace hopper scaffolding according to an embodiment of the present invention. Figure 7 is a plan view of a boiler furnace hopper scaffolding according to an embodiment of the present invention.

本実施形態に係るボイラ火炉ホッパー部足場の設置工法は、火力発電所等で設置されるボイラ火炉ホッパー内の炉壁点検用の足場の設置工法であって、ボイラの点検工事や改造工事のために、炉内点検足場を組み立て、作業後にこれを解体することが行われている。図1に示すように、2点鎖線で示したボイラ火炉ホッパー部1の路壁に支持枠10a,10bを組み合わせてなる複数の架設構造体9を設置スパンが1900mm以上となるように設置し、架設構造体9間に図示しない作業床を設置するものである。その後、架設構造体9間に片面手摺付板状体2を高さ方向に複数段架け渡し、次いで、架設構造体9の上部間に長方形状の板状アルミ製材を火炉全面に敷き全面作業床を構築する。 The boiler furnace hopper scaffolding installation method according to this embodiment is a scaffolding installation method for inspecting furnace walls inside boiler furnace hoppers installed at thermal power plants and other facilities. For boiler inspection and modification work, the furnace inspection scaffolding is assembled and dismantled after the work is completed. As shown in Figure 1, multiple installation structures 9, each consisting of a combination of support frames 10a, 10b, are installed on the road wall of the boiler furnace hopper 1, indicated by the two-dot chain line, with an installation span of 1900 mm or more. A work floor (not shown) is then installed between the installation structures 9. Next, multiple layers of single-sided handrail-equipped plate-shaped structures 2 are hung vertically between the installation structures 9, and rectangular aluminum plates are then laid across the entire surface of the furnace between the tops of the installation structures 9 to create a full-surface work floor.

図2に示すように、架設構造体9は、U字状支持枠10aと、L字状支持枠10bとを組み合わせて構築されている。具体的には、架設構造体9の各段は、1のU字状支持枠10aと、複数のL字状支持枠10bとが組み合わされており、隣り合う支持枠10a,10bの鉛直方向に延びる垂直柱部材12同士が接触しないように配置されている。より詳述すると、例えば、各段のうち図2における左端に配置される支持枠をU字状支持枠10aとし、その余の支持枠はL字状支持枠10bを組み合わせている。なお、最も下段は、支持枠が1つのみ組付けられているので、単一のU字状支持枠10aのみが組み付けられている。なお、U字状支持枠10aの設置位置は、左端に限らず、各段のどの位置に配置されても構わない。 As shown in Figure 2, the erection structure 9 is constructed by combining U-shaped support frames 10a and L-shaped support frames 10b. Specifically, each level of the erection structure 9 combines one U-shaped support frame 10a with multiple L-shaped support frames 10b, and the vertical column members 12 extending vertically between adjacent support frames 10a, 10b are arranged so that they do not come into contact with each other. More specifically, for example, the support frame located at the left end of each level in Figure 2 is a U-shaped support frame 10a, and the remaining support frames are combined with L-shaped support frames 10b. Note that the lowest level has only one support frame, so only a single U-shaped support frame 10a is assembled. Note that the installation position of the U-shaped support frame 10a is not limited to the left end, and it can be placed anywhere on each level.

図3に示すように、U字状支持枠10aは、長方形状に角材を組み合わせた水平ベース部材11と、水平ベース部材11の四隅から鉛直方向に向けて立設する垂直柱部材12と、基端部が水平ベース部材11の四隅から延設すると共に、水平ベース部材11の長辺方向に向けた傾斜して先端部が互いに連結された斜柱部材13とを備えている。また、U字状支持枠10aは、水平ベース部材11に当接するように、基幹足場15が取り付けられており、垂直柱部材12や斜柱部材13に取り付けられた後述するクランプ部材20を介して手摺部材16が組み付けられている。 As shown in Figure 3, the U-shaped support frame 10a comprises a horizontal base member 11 made of rectangular timbers, vertical pillar members 12 erected vertically from the four corners of the horizontal base member 11, and diagonal pillar members 13 whose base ends extend from the four corners of the horizontal base member 11 and whose tips are connected to each other with inclined ends pointing in the direction of the long sides of the horizontal base member 11. A core scaffolding 15 is attached to the U-shaped support frame 10a so that it abuts against the horizontal base member 11, and handrail members 16 are attached via clamp members 20 (described below) attached to the vertical pillar members 12 and diagonal pillar members 13.

図4に示すように、L字状支持枠10bは、U字状支持枠10aと同様に長方形状に角材を組み合わせた水平ベース部材11と、水平ベース部材11の一方の短辺の両端から鉛直方向に向けて立設する一対の垂直柱部材12と、基端部が水平ベース部材11の四隅から延設すると共に、水平ベース部材11の長辺方向に向けた傾斜して先端部が互いに連結された斜柱部材13とを備えている。また、L字状支持枠10bは、U字状支持枠10aと同様に、水平ベース部材11に当接するように、基幹足場15が取り付けられており、垂直柱部材12や斜柱部材13に取り付けられた後述するクランプ部材20を介して手摺部材16が組み付けられている。 As shown in Figure 4, the L-shaped support frame 10b, like the U-shaped support frame 10a, comprises a horizontal base member 11 made of rectangular timbers, a pair of vertical pillar members 12 erected vertically from both ends of one short side of the horizontal base member 11, and diagonal pillar members 13 whose base ends extend from the four corners of the horizontal base member 11 and whose tips are connected to each other with an inclination toward the long side of the horizontal base member 11. Also, like the U-shaped support frame 10a, the L-shaped support frame 10b has a main scaffolding 15 attached to it so that it abuts the horizontal base member 11, and handrail members 16 are attached via clamp members 20 (described later) attached to the vertical pillar members 12 and diagonal pillar members 13.

図5に示すように、垂直柱部材12や斜柱部材13に取り付けられたクランプ部材20は、垂直柱部材12や斜柱部材13に取り付けるクランプ本体基部24と、クランプ本体基部24に形成された枢軸25周りに回動自在に組み付けられたクランプ本体21とを有している。クランプ本体21は、手摺部材16を保持可能とするために、手摺部材16の形状に応じた円弧形状を有しており、基端側にネジ孔26が形成されている。ネジ孔26には、蝶ネジ22が着脱自在に組み付けられており、蝶ネジ22を締め付けることで蝶ネジ22の端部がクランプ本体基部24に形成されたストッパ23に当接してクランプ本体21を図5における時計回りに回動させて手摺部材16を固定する。また、手摺部材16を組み付ける際には、蝶ネジ22を緩めるか取り外すかしてクランプ本体21を枢軸25周りに自由に回動可能とし、図5の点線で示した状態とすることで組み付け可能となる。 As shown in FIG. 5 , the clamp member 20 attached to the vertical column member 12 or the diagonal column member 13 includes a clamp body base 24 attached to the vertical column member 12 or the diagonal column member 13, and a clamp body 21 assembled to rotate freely around a pivot 25 formed on the clamp body base 24. The clamp body 21 has an arc-shaped configuration that matches the shape of the handrail member 16 so that it can hold the handrail member 16, and a screw hole 26 is formed on the base end. A thumbscrew 22 is detachably assembled into the screw hole 26. By tightening the thumbscrew 22, the end of the thumbscrew 22 abuts against a stopper 23 formed on the clamp body base 24, rotating the clamp body 21 clockwise in FIG. 5 to secure the handrail member 16. Furthermore, when assembling the handrail member 16, the thumbscrew 22 is loosened or removed to allow the clamp body 21 to rotate freely around the pivot 25, thereby achieving the state shown by the dotted line in FIG. 5 . Assembly is then possible.

次に、図6及び図7を参照して本実施形態に係るボイラ火炉ホッパー部足場の設置工法について説明を行う。図6に示すように、本実施形態に係るボイラ火炉ホッパー部足場の設置工法は、架設構造体9の設置時にボイラ火炉ホッパーの路壁に当接するようにU字状支持枠10aを設置する。このとき、斜柱部材13の垂直柱部材12との反対側には、外側斜柱部材14を路壁に沿うように配置し、U字状支持枠10aの下端と外側斜柱部材14とをピン30を介して互いに連結する。なお、U字状支持枠10a及びL字状支持枠10bの設置は、クレーン3を用いて吊り下ろし作業を行うと好適である。また、支持枠の固定方法については、従来周知の種々の固定方法を採用することができるので詳細な説明は省略する。 Next, the installation method for the boiler furnace hopper scaffolding according to this embodiment will be described with reference to Figures 6 and 7. As shown in Figure 6, the installation method for the boiler furnace hopper scaffolding according to this embodiment involves installing a U-shaped support frame 10a so that it abuts the road wall of the boiler furnace hopper when installing the erection structure 9. At this time, an outer diagonal column member 14 is placed along the road wall on the side of the diagonal column member 13 opposite the vertical column member 12, and the lower end of the U-shaped support frame 10a and the outer diagonal column member 14 are connected to each other via pins 30. The U-shaped support frame 10a and the L-shaped support frame 10b are preferably installed by lowering them using a crane 3. Various conventionally known methods can be used to secure the support frames, so detailed explanations are omitted.

その後、先に設置したU字状支持枠10aの隣にL字状支持枠10bを設置する。このとき、L字状支持枠10bは、垂直柱部材12が立設しない側の短辺が隣り合うU字状支持枠10aと近接するように配置する。これにより、垂直柱部材12同士が接触することがなく、隣り合う支持枠が干渉することなく、隣り合う支持枠の間に隙間などを形成することなく確実に支持枠を設置することが可能となる。 Then, an L-shaped support frame 10b is installed next to the previously installed U-shaped support frame 10a. At this time, the L-shaped support frame 10b is positioned so that the short side on the side where the vertical column member 12 is not installed is close to the adjacent U-shaped support frame 10a. This prevents the vertical column members 12 from coming into contact with each other, prevents interference between adjacent support frames, and allows the support frames to be installed reliably without forming gaps between them.

また、L字状支持枠10bの設置の際には、吊り下ろし作業中に手摺部材16を隣り合う支持枠に干渉しないように水平方向に移動させることで、本来の手摺部材16の取付位置よりも引っ込めて作業を行う事で、吊り下ろし作業中に既に設置した支持枠の垂直柱部材12と設置作業中の手摺部材16が干渉することを防止して、より作業性を向上させることが可能となる。 In addition, when installing the L-shaped support frame 10b, the handrail member 16 can be moved horizontally to avoid interfering with adjacent support frames during the lifting and lowering process. This allows the handrail member 16 to be retracted from its original mounting position, preventing interference between the vertical column member 12 of the already installed support frame and the handrail member 16 being installed during the lifting and lowering process, further improving workability.

なお、U字状支持枠10a及びL字状支持枠10bのそれぞれの設置後には、クランプ部材20を緩め手摺部材16を移動させて再度クランプ部材20を閉めることで正規の位置に固定する。 After installing the U-shaped support frame 10a and the L-shaped support frame 10b, loosen the clamp member 20, move the handrail member 16, and then close the clamp member 20 again to secure it in the correct position.

次に、架設構造体9上に全面作業床を設置する。全面作業床は、図7(a)に示すように複数の板状アルミ製材50を配置することで構成されている。全面作業床の直下には、架設構造体9の間に架設構造体間梁41を架け渡し、また、架設構造体間梁41と直交する方向(架設構造体9の設置方向)に沿って架設構造体間梁41の間に補強梁42を架け渡す。 Next, a full-scale work floor is installed on the erection structure 9. The full-scale work floor is constructed by arranging multiple aluminum plate materials 50 as shown in Figure 7(a). Directly below the full-scale work floor, inter-emergency structure beams 41 are installed between the erection structures 9, and reinforcing beams 42 are installed between the inter-emergency structure beams 41 in a direction perpendicular to the inter-emergency structure beams 41 (the installation direction of the erection structure 9).

その後、長方形状の板状アルミ製材50をその長手方向が架設構造体間梁41と平行となる向きに敷設する。板状アルミ製材50は、架設構造体9や補強梁42の間に架け渡される。このように全面作業床を敷設することで、架設構造体間梁41や補強梁42に板状アルミ製材50が担持されているので、全面作業床の下部が補強され、全面作業床を上面を平滑にすることができ、任意の場所に重量物を載置させたり、移動させたりすることが可能となる。 Then, rectangular aluminum plate 50 is laid so that its longitudinal direction is parallel to the beams 41 between the erected structures. The aluminum plate 50 is spanned between the erected structures 9 and the reinforcing beams 42. By laying the full-area work floor in this way, the aluminum plate 50 is supported on the beams 41 between the erected structures and the reinforcing beams 42, reinforcing the lower part of the full-area work floor and making the upper surface of the full-area work floor smooth, making it possible to place or move heavy objects anywhere.

また、全面作業床は、図7(b)に示すように、全面作業床の直下に、架設構造体9の間に架設構造体間梁41を架け渡し、板状アルミ製材50の長手方向が架設構造体間梁41と直交する向き(架設構造体9の設置方向と平行)に配置するように敷設しても構わない。この場合、図7(a)の場合と比較して補強梁42が不要となることに加え、架設構造体9から隣接する架設構造体9に向かって板状アルミ製材50を敷設しながら全面作業床の敷設を行うことができるので、補強梁42を架け渡すための足場などの設置が不要となり、作業効率が向上する。 Furthermore, as shown in Figure 7(b), the full-scale work floor may be laid so that an inter-construction structure beam 41 is spanned between the erection structures 9 directly below the full-scale work floor, and the longitudinal direction of the plate-shaped aluminum lumber 50 is oriented perpendicular to the inter-construction structure beam 41 (parallel to the installation direction of the erection structures 9). In this case, compared to the case of Figure 7(a), not only is the reinforcing beam 42 unnecessary, but the full-scale work floor can be laid while laying the plate-shaped aluminum lumber 50 from one erection structure 9 toward the adjacent erection structure 9, so there is no need to install scaffolding to span the reinforcing beam 42, improving work efficiency.

以上説明した本実施形態に係るボイラ火炉ホッパー部足場の設置工法によれば、支持枠をU字状支持枠と、L字状支持枠とで構築し、片手手摺板状体を垂直柱部材に対して滑動自在に組み付けているので、支持枠をボイラ火炉ホッパーに設置した場合であっても隣り合う支持枠の垂直柱部材が干渉することがなく、より強固に支持枠同士を接合することが可能となる。 According to the boiler furnace hopper scaffolding installation method according to this embodiment, the support frame is constructed from a U-shaped support frame and an L-shaped support frame, and the one-handed handrail plate is attached to the vertical column member so that it can slide freely. Therefore, even when the support frames are installed on the boiler furnace hopper, the vertical column members of adjacent support frames do not interfere with each other, and the support frames can be joined together more firmly.

また、全面作業床の直下に補強枠を架け渡しているので、全面作業床の強度が向上し、全面作業床上の任意の位置に重量物を置いたり、全面作業床上で自由に重量物の移動を行うことが可能となる。 In addition, a reinforcing frame is installed directly below the full-surface work floor, improving the strength of the full-surface work floor, making it possible to place heavy objects anywhere on the full-surface work floor and to move heavy objects freely across the full-surface work floor.

上記実施形態に係るボイラ火炉ホッパー部足場の設置工法では、クランプ部材20を垂直柱部材12や斜柱部材13に取り付けた場合について説明を行ったが、クランプ部材20は、手摺部材16を滑動自在に組み付けることができれば、支持枠のどの部位に取り付けてもよく、垂直柱部材12のみに組み付けても構わない。その様な変更又は改良を加えた形態も本発明の技術的範囲に含まれうることが、特許請求の範囲の記載から明らかである。 In the boiler furnace hopper scaffolding installation method described above, the clamp members 20 were attached to the vertical column members 12 and the diagonal column members 13. However, as long as the handrail members 16 can be slidably attached to them, the clamp members 20 may be attached to any part of the support frame, or may be attached only to the vertical column members 12. It is clear from the claims that such modified or improved forms are also within the technical scope of the present invention.

1 火炉ホッパー部, 2 片面手摺付板状体, 3 クレーン, 9 架設構造体, 10a U字状支持枠, 10b L字状支持枠, 11 水平ベース部材, 12 垂直柱部材, 13 斜柱部材, 14 外側斜柱部材, 15 基幹足場, 16 手摺部材, 20 クランプ部材, 21 クランプ本体, 22 蝶ネジ, 23 ストッパ, 24 クランプ本体基部, 25 枢軸, 26 ネジ孔, 30 ピン, 41 架設構造体間梁, 42 補強梁, 50 板状アルミ製材。 1 Furnace hopper section, 2 Plate-shaped body with one-sided handrail, 3 Crane, 9 Erecting structure, 10a U-shaped support frame, 10b L-shaped support frame, 11 Horizontal base member, 12 Vertical column member, 13 Diagonal column member, 14 Outer diagonal column member, 15 Core scaffolding, 16 Handrail member, 20 Clamp member, 21 Clamp body, 22 Thumb screw, 23 Stopper, 24 Clamp body base, 25 Pivot, 26 Screw hole, 30 Pin, 41 Erecting structure inter-beam, 42 Reinforcement beam, 50 Aluminum plate.

また、本発明に係るボイラ火炉ホッパー部足場の設置工法において、前記支持枠は、所定の位置に前記所定の位置の上方から吊り下ろして設置され、吊り下ろし作業中は、前記手摺部材隣り合う支持枠に対して干渉しないように、前記手摺部材を前記手摺部材の延設方向に沿って前記隣り合う支持枠から離れる方向に移動させると好適である。 Furthermore, in the boiler furnace hopper scaffolding installation method according to the present invention, the support frame is installed at a predetermined position by being suspended from above the predetermined position, and during the suspension work, it is preferable that the handrail member is moved in a direction away from the adjacent support frame along the extension direction of the handrail member so that the handrail member does not interfere with the adjacent support frame .

Claims (5)

ボイラ火炉ホッパー内の傾斜面間に支持枠を組み、前記支持枠内に基幹足場を高さ方向に複数段設置した複数の架設構造体を架設し、隣接する架設構造体のスパンを1900mm以上にして、前記架設構造体の前記基幹足場間に2枚以上のアルミ製材を主体とした片面手摺付板状体を一体的に高さ方向に複数段架け渡し、
次いで、前記架設構造体の上部間に長方形状の板状アルミ製材を火炉全面に敷き全面作業床を構築する、ボイラ火炉ホッパー部足場の設置工法において、
前記支持枠を、長方形状の水平ベース枠材と、前記水平ベース枠材の四隅から立設する垂直柱部材と、前記四隅から延設されると共に、長辺方向に向けて傾斜し先端を互いに連結した斜柱部材と、と有するU字状支持枠と、長方形状の前記水平ベース枠材と、前記水平ベース枠材の一方の短辺の端部から立設する一対の垂直柱部材と、前記四隅から延設されると共に、長辺方向に向けて傾斜し先端を互いに連結した前記斜柱部材と、を有するL字状支持枠とで構築することを特徴とするボイラ火炉ホッパー部足場の設置工法。
A support frame is assembled between the inclined surfaces in the boiler furnace hopper, and a plurality of erection structures are erected in the support frame, with main scaffolding installed in multiple levels in the height direction, and the span of adjacent erection structures is set to 1900 mm or more, and two or more single-sided handrail-equipped plate-like bodies made mainly of aluminum material are integrally suspended in multiple levels in the height direction between the main scaffoldings of the erection structures,
Next, a rectangular aluminum plate is laid across the entire surface of the furnace between the upper portions of the erection structures to construct a full-surface work floor. In this method for installing a scaffold for a boiler furnace hopper,
a pair of vertical column members erected from the ends of one short side of the horizontal base frame member; and an L-shaped support frame having the rectangular horizontal base frame member, a pair of vertical column members erected from the ends of one short side of the horizontal base frame member, and the diagonal column members extended from the four corners, inclined toward the long side, and connected to each other at their tips.
請求項1に記載のボイラ火炉ホッパー部足場の設置工法において、
前記U字状支持枠及び前記L字状支持枠のそれぞれの前記垂直柱部材に対して滑動自在に組み付けられる手摺部材を有することを特徴とするボイラ火炉ホッパー部足場の設置工法。
In the boiler furnace hopper scaffolding installation method according to claim 1,
A method for installing a scaffold for a boiler furnace hopper, characterized in that handrail members are slidably assembled to the vertical column members of each of the U-shaped support frame and the L-shaped support frame.
請求項2に記載のボイラ火炉ホッパー部足場の設置工法において、
前記支持枠は、所定の位置に前記所定の位置の上方から吊り下ろして設置され、
吊り下ろし作業中は、前記手摺部材を隣り合う支持枠に対して干渉しないように、本来の位置よりも引っ込めることを特徴とするボイラ火炉ホッパー部足場の設置工法。
In the boiler furnace hopper scaffolding installation method according to claim 2,
The support frame is installed at a predetermined position by being suspended from above the predetermined position,
A method for installing scaffolding for a boiler furnace hopper, characterized in that during the lifting work, the handrail members are retracted from their original positions so as not to interfere with adjacent support frames.
請求項1に記載のボイラ火炉ホッパー部足場の設置工法において、
前記全面作業床の直下に架設構造体間梁を掛け渡し、
前記架設構造体間梁と直行する補強梁を掛け渡し、
前記板状アルミ製材は、その長手方向が前記架設構造体間梁と略平行に敷設されることを特徴とするボイラ火炉ホッパー部足場の設置工法。
In the boiler furnace hopper scaffolding installation method according to claim 1,
A beam is laid between the erection structures directly below the full-scale work floor,
A reinforcing beam is laid across the beam between the erection structures, and the beam is perpendicular to the beam;
A method for installing scaffolding for a boiler furnace hopper, characterized in that the plate-shaped aluminum material is laid so that its longitudinal direction is approximately parallel to the beams between the erection structures.
請求項1に記載のボイラ火炉ホッパー部足場の設置工法において、
前記全面作業床の直下に架設構造体間梁を掛け渡し、
前記板状アルミ製材は、その長手方向が前記架設構造体間梁と略直交する方向に敷設されることを特徴とするボイラ火炉ホッパー部足場の設置工法。
In the boiler furnace hopper scaffolding installation method according to claim 1,
A beam is laid between the erection structures directly below the full-scale work floor,
A method for installing scaffolding for a boiler furnace hopper, characterized in that the plate-shaped aluminum material is laid in a direction such that its longitudinal direction is approximately perpendicular to the beams between the erection structures.
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US5007501A (en) * 1989-09-01 1991-04-16 Baston Peter J Apparatus for facilitating the internal inspection and repair of large pressure vessels
JP2916402B2 (en) * 1995-12-28 1999-07-05 東電工業株式会社 Boiler furnace inspection scaffold support structure
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