JP5429856B2 - Exterior wall installation method - Google Patents

Exterior wall installation method Download PDF

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JP5429856B2
JP5429856B2 JP2009088471A JP2009088471A JP5429856B2 JP 5429856 B2 JP5429856 B2 JP 5429856B2 JP 2009088471 A JP2009088471 A JP 2009088471A JP 2009088471 A JP2009088471 A JP 2009088471A JP 5429856 B2 JP5429856 B2 JP 5429856B2
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wall
wall panel
installation method
frame
plate
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JP2010236337A (en
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雅裕 出野
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石川島建材工業株式会社
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本発明は、外壁据付方法に関し、特に、プラント設備の外周に設置される壁パネルを用いた外壁据付方法に関する。
The present invention relates to exterior wall mounting method, in particular, it relates to an outer wall installation method using the wall panels to be installed on the outer periphery of the plant equipment.

火力発電所のボイラ等のプラント設備の外周には、一般に、防音壁、景観壁、防潮壁、防風壁等の外壁が設置される。例えば、特許文献1には、一対の下地鉄骨(間柱)の間に固定した下地鉄骨(胴縁)に外壁板Aを地上にて取り付けて一個のブロックを形成し、ボイラ建屋に外壁板B一枚分の間隔を空けて前記ブロックを据え付け、該間隔に前記外壁板Bを内側から固定して組み立てるボイラ建屋等の外壁据付方法が開示されている。   Generally, outer walls such as a soundproof wall, a landscape wall, a tide wall, and a windbreak wall are installed on the outer periphery of a plant facility such as a boiler of a thermal power plant. For example, in Patent Document 1, an outer wall plate A is attached to the ground steel frame (trunk edge) fixed between a pair of ground steel frames (spacers) on the ground to form one block, and the outer wall plate B is attached to the boiler building. A method for installing an outer wall of a boiler building or the like is disclosed in which the blocks are installed with an interval of sheets and the outer wall plate B is fixed to the interval from the inside and assembled.

また、特許文献1には、軽溝形鋼(LC型鋼材)により構成された間柱と、間柱の間に固定された胴縁と、間柱の外側に溶接された張出し胴縁と、胴縁に固定された略波形状の外壁板Aと、から構成された壁パネル(ブロック)が開示されている。
Further, Patent Document 1 discloses a stud formed of light groove steel (LC steel), a trunk edge fixed between the studs, an overhang trunk edge welded to the outside of the stud, and a trunk edge. A fixed substantially wave-shaped outer wall plate A and a wall panel (block) composed of the outer wall plate A are disclosed.

特開平1−299941号公報Japanese Patent Laid-Open No. 1-299941

しかしながら、上述した特許文献1に記載された壁パネルでは、間柱の間に固定された胴縁と間柱の外側に溶接された張出し胴縁とが別部材により構成されているため、間柱への固定箇所及び溶接箇所が多く、製造が面倒である。   However, in the wall panel described in Patent Document 1 described above, the barrel edge fixed between the studs and the overhanging barrel edge welded to the outside of the studs are configured by separate members, and thus fixed to the studs. There are many places and welding places, and the production is troublesome.

また、間柱が一対の下地鉄骨により構成されているだけであるため強度的に弱く、壁パネルの大型化が困難である。特に、プラント設備のような高層建築物(例えば、地上50〜70m)の外周に壁パネルを設置する場合には、壁パネルの縦方向長さ(高さ)が短いと大量の壁パネルが必要になり、設置作業が面倒である。   Moreover, since the stud is only composed of a pair of base steel frames, it is weak in strength and it is difficult to increase the size of the wall panel. In particular, when installing a wall panel on the outer periphery of a high-rise building such as plant equipment (for example, 50 to 70 m above the ground), a large amount of wall panel is required if the vertical length (height) of the wall panel is short. The installation work is troublesome.

また、上述した特許文献1に記載された壁パネルでは、外壁板Bを内側から固定しているため、外壁板Bの固定時に外壁板Bをどのように支持するかが問題となる。また、外壁板Bを固定するフックボルトが外壁板Bの折り返し部分の裏側から挿入される構造であるため、外壁板Bの固定作業が面倒である。   Moreover, in the wall panel described in Patent Document 1 described above, since the outer wall plate B is fixed from the inside, how to support the outer wall plate B when the outer wall plate B is fixed becomes a problem. Further, since the hook bolt for fixing the outer wall plate B is inserted from the back side of the folded portion of the outer wall plate B, the fixing operation of the outer wall plate B is troublesome.

本発明は上述した問題点に鑑み創案されたものであり、製造及び据付作業が容易な壁パネルを用いた外壁据付方法を提供することを目的とする。
The present invention has been made in view of the above-described problems, and an object thereof is to provide an outer wall installation method using a wall panel that is easy to manufacture and install.

発明によれば、プラント設備の外周を囲う外壁据付方法であって、軽溝形鋼を矩形に組み付けて構成される枠体と、該枠体を覆うように配置される外壁部材と、を有し、前記枠体の縦方向長さが前記プラント設備の大梁階を基準に設定された壁パネルを、前記プラント設備の外周に互いに隣接するように設置し、前記壁パネルの外壁部材の隙間に前記外壁部材と同じ構造の繋ぎ部材又は封止部材を前記壁パネルの外側から固定し、前記プラント設備の外周を囲う、ことを特徴とする外壁据付方法が提供される。
According to the present invention, there is provided an outer wall installation method for surrounding an outer periphery of a plant facility, a frame configured by assembling a light groove steel into a rectangle, and an outer wall member disposed so as to cover the frame. A wall panel having a longitudinal length of the frame body set on the basis of the large beam floor of the plant equipment so as to be adjacent to each other on the outer periphery of the plant equipment, and a gap between outer wall members of the wall panel A connecting member or a sealing member having the same structure as that of the outer wall member is fixed from the outside of the wall panel to surround the outer periphery of the plant equipment.

上述した外壁据付方法に係る発明において、前記枠体の縦方向長さは、例えば、7〜15mに設定される。また、前記軽溝形鋼は、例えば、本体幅Hが400mm、折幅Aが75mm、板厚tが6mmに設定される。さらに、前記軽溝形鋼は、折角度が90°を超えないようにプレス成形されることが好ましい。
In the invention according to the outside wall installation method described above, the longitudinal length of the frame is set to, for example, 7~15M. In addition, the light groove steel has a main body width H of 400 mm, a folding width A of 75 mm, and a plate thickness t of 6 mm. Further, the light groove steel is preferably press-molded so that the folding angle does not exceed 90 °.

また、前記外壁部材は、折板、ALC板又はGRC板のいずれかであることが好ましい。なお、前記折板には、例えば、フッ素樹脂系塗装鋼板、ポリエステル系塗装鋼板、アクリル系塗装鋼板等が使用される。   The outer wall member is preferably a folded plate, an ALC plate, or a GRC plate. For the folded plate, for example, a fluororesin coated steel plate, a polyester coated steel plate, an acrylic coated steel plate or the like is used.

また、前記枠体の表面に横渡しされた複数のリップ溝形鋼により構成される胴縁を有し、該胴縁の長さが前記枠体及び前記外壁部材の横幅よりも長く設定されており、該胴縁に前記外壁部材が固定されていてもよい。
Also, it has a trunk edge composed of a plurality of lip channel steels that are crossed across the surface of the frame body, and the length of the trunk edge is set longer than the lateral width of the frame body and the outer wall member. The outer wall member may be fixed to the trunk edge.

さらに、前記枠体の両端部に着脱可能に配置されるとともに、前記壁パネルを積層可能に支持する支持部材を備えた吊ピースを有していてもよい。   Furthermore, you may have the suspension piece provided with the supporting member which is detachably arrange | positioned at the both ends of the said frame, and supports the said wall panel so that lamination | stacking is possible.

上述した本発明に係る壁パネル及び外壁据付方法によれば、枠体の縦方向長さがプラント設備の大梁階を基準に設定されているため、大梁階の内側から壁パネルの設置作業及び連結作業を容易に行うことができる。また、壁パネルの縦方向長さを7〜15m程度に構成することができ、従来の壁パネルよりも大型化することができ、プラント設備のような高層建築物の外周に設置する場合であっても必要枚数を低減することができる。また、枠体により壁パネルの強度を維持できるようにしたことにより、胴縁を枠体の表面に固定するだけでよく、容易に壁パネルを製造することができる。   According to the above-described wall panel and outer wall installation method according to the present invention, since the longitudinal length of the frame is set with reference to the large beam floor of the plant equipment, the installation work and connection of the wall panel from the inside of the large beam floor Work can be done easily. Moreover, the vertical length of the wall panel can be configured to be about 7 to 15 m, can be made larger than the conventional wall panel, and is installed on the outer periphery of a high-rise building such as a plant facility. However, the required number of sheets can be reduced. Further, since the strength of the wall panel can be maintained by the frame body, it is only necessary to fix the trunk edge to the surface of the frame body, and the wall panel can be easily manufactured.

また、枠体を構成する鋼材にLC−400×75×6のメンバーを採用することにより、必要な強度を維持しつつ枠体の軽量化を効果的に図ることができる。また、LC型鋼材(軽溝形鋼)の折角度を管理することにより、枠体を構成したときに適切な強度を維持することができる。
Further, by adopting LC-400 × 75 × 6 members for the steel material constituting the frame, it is possible to effectively reduce the weight of the frame while maintaining the required strength. In addition, by managing the folding angle of the LC steel (light groove steel) , it is possible to maintain an appropriate strength when the frame is configured.

また、外壁部材として折板・ALC板・GRC板を採用することにより、プラント設備の種類や外壁に求められる性能に応じて、防音性、遮音性、防風性、美観性等に優れた外壁部材を任意に選択して使用することができる。   In addition, by adopting folded plates, ALC plates, and GRC plates as outer wall members, the outer wall members are excellent in soundproofing, soundproofing, windproofing, aesthetics, etc. according to the type of plant equipment and the performance required for the outer wall. Can be arbitrarily selected and used.

また、支持部材を備えた吊ピースを枠体に接続することにより、壁パネルの外壁部材を接触させずに壁パネルを容易に積層することができ、保管効率を向上させることができる。また、吊ピースにワイヤ等を連結することにより、容易に壁パネルを吊り上げることができる。さらに、吊ピースを着脱可能にすることにより、壁パネルをプラント設備の外周に設置した際に取り外すことができ、吊ピースを再利用することができる。   Moreover, by connecting the suspension piece provided with the support member to the frame, the wall panels can be easily laminated without contacting the outer wall members of the wall panels, and the storage efficiency can be improved. Moreover, a wall panel can be easily lifted by connecting a wire etc. to a suspension piece. Furthermore, by making the suspension piece detachable, the wall panel can be removed when installed on the outer periphery of the plant equipment, and the suspension piece can be reused.

本発明に係る壁パネルを示す図であり、(A)は正面図、(B)は縦断面図、である。It is a figure which shows the wall panel which concerns on this invention, (A) is a front view, (B) is a longitudinal cross-sectional view. 枠体を示す図であり、(A)は正面図、(B)は縦断面図、である。It is a figure which shows a frame, (A) is a front view, (B) is a longitudinal cross-sectional view. 枠体に胴縁を接続した状態を示す図であり、(A)は正面図、(B)は縦断面図、である。It is a figure which shows the state which connected the trunk edge to the frame, (A) is a front view, (B) is a longitudinal cross-sectional view. 壁パネルの横断面を示す図であり、(A)は図1(A)におけるX−X断面図、(B)は外壁部材の部品構成図、(C)は横方向に隣接した壁パネルの接合部における部品構成図、を示している。It is a figure which shows the cross section of a wall panel, (A) is XX sectional drawing in FIG. 1 (A), (B) is a component block diagram of an outer wall member, (C) is a wall panel adjacent to the horizontal direction. The component block diagram in a junction part is shown. 吊ピースの使用状態を示す図であり、(A)は壁パネルの積層状態、(B)は図5(A)におけるB矢視図、(C)は壁パネルの搬送状態、を示している。It is a figure which shows the use condition of a suspension piece, (A) is the lamination | stacking state of a wall panel, (B) is B arrow view in FIG. 5 (A), (C) has shown the conveyance state of the wall panel. . 本発明に係る壁パネルの他の実施形態を示す図であり、(A)は正面図、(B)は横方向に隣接した壁パネルの接合部における部品構成図、を示している。It is a figure which shows other embodiment of the wall panel which concerns on this invention, (A) is a front view, (B) has shown the components block diagram in the junction part of the wall panel adjacent to the horizontal direction. 本発明に係る外壁据付方法を示す説明図であり、(A)は壁パネル一枚を配置した状態、(B)は壁パネルを一列に配置した状態、を示している。It is explanatory drawing which shows the outer wall installation method which concerns on this invention, (A) has shown the state which has arrange | positioned one wall panel, (B) has shown the state which has arrange | positioned the wall panel in a row. 本発明に係る外壁据付方法を示す説明図であり、(A)は壁パネルを一面に配置した状態、(B)は壁パネルに繋ぎ部材を接合した状態、を示している。It is explanatory drawing which shows the outer wall installation method which concerns on this invention, (A) has shown the state which has arrange | positioned the wall panel to one surface, (B) has shown the state which joined the connection member to the wall panel.

以下、本発明の実施形態について図1〜図7を用いて説明する。ここで、図1は、本発明に係る壁パネルを示す図であり、(A)は正面図、(B)は縦断面図、である。   Hereinafter, embodiments of the present invention will be described with reference to FIGS. Here, FIG. 1 is a figure which shows the wall panel which concerns on this invention, (A) is a front view, (B) is a longitudinal cross-sectional view.

図1(A)及び(B)に示すように、本発明に係る壁パネル1は、プラント設備の外周に設置される壁パネル1であって、軽溝形鋼21(LC型鋼材)を矩形に組み付けて構成される枠体2と、枠体2の表面に横渡しされた複数のリップ溝形鋼31(C型鋼材)により構成される胴縁3と、胴縁3の表面に枠体2を覆うように固定される外壁部材4と、を有し、枠体2の縦方向長さがプラント設備の大梁階を基準に設定され、胴縁3の長さが枠体2及び外壁部材4の横幅よりも長く設定されていることを特徴とする。また、枠体2の両端部には、壁パネル1を積層可能に支持する支持部材11aを備えた吊ピース11が接続されている。
As shown to FIG. 1 (A) and (B), the wall panel 1 which concerns on this invention is the wall panel 1 installed in the outer periphery of a plant installation, Comprising: Light groove-shaped steel 21 (LC type steel material) is rectangular. A frame 2 constructed by assembling the frame 2, a body edge 3 composed of a plurality of lip groove steels 31 (C-type steel materials) crossed across the surface of the frame 2, and a frame body on the surface of the body edge 3 An outer wall member 4 fixed so as to cover 2, the longitudinal length of the frame body 2 is set on the basis of the large beam floor of the plant equipment, and the length of the trunk edge 3 is the frame body 2 and the outer wall member. It is characterized by being set longer than the lateral width of 4. Moreover, the suspension piece 11 provided with the supporting member 11a which supports the wall panel 1 so that lamination | stacking is possible is connected to the both ends of the frame 2. As shown in FIG.

前記枠体2は、壁パネル1のベースとなる土台であり、強度保持部材である。ここで、図2は、枠体を示す図であり、(A)は正面図、(B)は縦断面図、である。図2(A)に示すように、枠体2は、軽溝形鋼21(LC型鋼材)を略矩形に組み付けた構成を有し、中間に補強材22が溶接等により配置されて略梯子状に形成される。また、枠体2は、縦方向長さLがプラント設備の大梁階を基準に設定されているため、図示したように縦長の形状をなしている。かかる枠体2の縦方向長さL及び横幅Wは、プラント設備のサイズによって適宜変更されるものであるが、概ね、縦方向長さLは7〜15m程度に設定され、横幅Wは1〜3m程度に設定される。また、軽溝形鋼21(LC型鋼材)を組み付ける場合には、L型のアングル材23等を使用して溶接やボルト等により互いに接合してもよいし、軽溝形鋼21(LC型鋼材)同士を直に溶接するようにしてもよい。なお、補強材22には、例えば、L型鋼材が使用されるが、C型・LC型・角型・丸型等の鋼材を使用してもよい。
The frame 2 is a base serving as a base of the wall panel 1 and is a strength holding member. Here, FIG. 2 is a figure which shows a frame, (A) is a front view, (B) is a longitudinal cross-sectional view. As shown in FIG. 2 (A), the frame 2 has a configuration in which a light groove steel 21 (LC steel) is assembled in a substantially rectangular shape, and a reinforcing member 22 is arranged in the middle by welding or the like to form a substantially ladder. It is formed in a shape. Further, the frame 2 has a vertically long shape as shown in the drawing because the longitudinal length L is set based on the large beam floor of the plant facility. The longitudinal length L and the lateral width W of the frame body 2 are appropriately changed depending on the size of the plant equipment. In general, the longitudinal length L is set to about 7 to 15 m, and the lateral width W is 1 to 1. It is set to about 3m. Further, when assembling the light groove steel 21 (LC type steel material) , it may be joined to each other by welding, bolts or the like using an L-shaped angle material 23 or the like, or the light groove shape steel 21 (LC type steel material). Steel materials) may be welded directly. For example, an L-shaped steel material is used as the reinforcing material 22, but a steel material such as a C-type, LC-type, square-type, or round-type may be used.

前記胴縁3は、外壁部材4を固定するための下地部材である。ここで、図3は、枠体に胴縁を接続した状態を示す図であり、(A)は正面図、(B)は縦断面図、である。図3(A)に示すように、胴縁3は、枠体2の表面に略水平に横渡しされて接続された複数のリップ溝形鋼31(C型鋼材)により構成される。かかる胴縁3は、L型のアングル材32等を使用して溶接やボルト等により互いに接合してもよいし、リップ溝形鋼31(C型鋼材)を枠体2に直に溶接するようにしてもよい。また、各胴縁3は、横方向長さが枠体2の横幅Wよりも長く設定されており、枠体2から張り出した突出部3aを有する。なお、胴縁3の本数や間隔は、図示したものに限定されるものではなく、壁パネルの種類やサイズ、設計荷重等の条件によって適宜変更されるものである。
The trunk edge 3 is a base member for fixing the outer wall member 4. Here, FIG. 3 is a diagram showing a state in which the trunk edge is connected to the frame, (A) is a front view, and (B) is a longitudinal sectional view. As shown in FIG. 3 (A), the trunk edge 3 is composed of a plurality of lip groove steels 31 (C-type steel materials) that are horizontally and horizontally connected to the surface of the frame body 2. The body edge 3 may be joined to each other by welding or bolts using an L-shaped angle member 32 or the like, or a lip groove steel 31 (C-type steel) is directly welded to the frame 2. It may be. Each trunk edge 3 is set to have a lateral length longer than the lateral width W of the frame body 2, and has a protruding portion 3 a protruding from the frame body 2. In addition, the number and interval of the trunk edges 3 are not limited to those shown in the drawings, and may be changed as appropriate according to conditions such as the type and size of the wall panel and the design load.

図1に示した前記外壁部材4は、フッ素樹脂系塗装鋼板の折板である。波状に鋼板を加工した折板を使用することにより、薄い板厚(例えば、0.5〜0.8mm程度)で十分な強度の外壁部材4を得ることができ、軽量化を図ることができる。また、折板にフッ素樹脂系のコーティング材を塗装することにより、耐候性・耐食性・耐汚染性・耐熱性・加工性を向上させることができる。外壁部材4は、枠体2の縦方向長さLと略同じ長さを有し、横幅は胴縁3よりも短くなるように形成されている。なお、外装部材4に求められる条件により、フッ素樹脂系塗装鋼板に替えて、ポリエステル系塗装鋼板、アクリル系塗装鋼板等を使用してもよい。   The outer wall member 4 shown in FIG. 1 is a folded plate of a fluororesin-based coated steel plate. By using a folded plate obtained by processing a corrugated steel plate, the outer wall member 4 having a thin plate thickness (for example, about 0.5 to 0.8 mm) and sufficient strength can be obtained, and the weight can be reduced. . In addition, the weather resistance, corrosion resistance, stain resistance, heat resistance, and workability can be improved by applying a fluororesin coating material to the folded plate. The outer wall member 4 has substantially the same length as the longitudinal length L of the frame body 2 and is formed so that the lateral width is shorter than the trunk edge 3. In addition, according to the conditions calculated | required by the exterior member 4, it may replace with a fluororesin coating steel plate, and may use a polyester coating steel plate, an acrylic coating steel plate, etc.

ここで、図4は、壁パネルの横断面を示す図であり、(A)は図1(A)におけるX−X断面図、(B)は外壁部材の部品構成図、(C)は横方向に隣接した壁パネルの接合部における部品構成図、を示している。   4A and 4B are cross-sectional views of the wall panel, in which FIG. 4A is a cross-sectional view taken along line XX in FIG. 1A, FIG. 4B is a component configuration diagram of an outer wall member, and FIG. The component block diagram in the junction part of the wall panel adjacent to the direction is shown.

図4(A)に示すように、枠体2を構成する軽溝形鋼21(LC型鋼材)は、例えば、本体幅Hが400mm、折幅Aが75mm、板厚tが6mmに設定される。かかるサイズの軽溝形鋼21(LC型鋼材)を採用することにより、必要な強度を維持しつつ枠体の軽量化を効果的に図ることができる。かかる軽溝形鋼21(LC型鋼材)は、折角度θが90°を超えないようにプレス成形される。折角度θが90°を超えると、枠体2の組み付け時や胴縁3の接続時に折部分が邪魔となって組み付けや接続ができなくなったり、必要な強度を維持できなくなったりしてしまう。一方、折角度θを、例えば、85°〜90°の範囲で管理すれば、折部分が組み付け時や接続時に邪魔にならず、必要な強度も維持することができる。なお、本発明において「90°」とは、±0.5°程度の製造公差を含む意味である。また、胴縁3を構成するリップ溝形鋼31(C型鋼材)は、例えば、本体幅が75mm、折幅が45mm、折り返し幅が15mm、板厚が2.3mmに設定される。図4(A)に示すように、胴縁3の横方向長さは枠体2及び外壁部材4の横幅よりも長く設定されており、突出部3aが外壁部材4よりも張り出すように構成されている。
As shown in FIG. 4 (A), the light groove steel 21 (LC steel) constituting the frame 2 has, for example, a body width H of 400 mm, a folding width A of 75 mm, and a plate thickness t of 6 mm. The By adopting the light grooved steel 21 (LC type steel material) of such a size, it is possible to effectively reduce the weight of the frame body while maintaining the required strength. The light groove steel 21 (LC steel) is press-molded so that the folding angle θ does not exceed 90 °. When the folding angle θ exceeds 90 °, the folded portion becomes an obstacle when the frame 2 is assembled or when the body edge 3 is connected, and it becomes impossible to assemble or connect, or the required strength cannot be maintained. On the other hand, if the folding angle θ is managed in the range of, for example, 85 ° to 90 °, the folded portion does not get in the way when assembled or connected, and the necessary strength can be maintained. In the present invention, “90 °” means a manufacturing tolerance of about ± 0.5 °. In addition, the lip groove steel 31 (C-type steel material) constituting the trunk edge 3 is set, for example, to a main body width of 75 mm, a folding width of 45 mm, a folding width of 15 mm, and a plate thickness of 2.3 mm. As shown in FIG. 4A, the lateral length of the trunk edge 3 is set to be longer than the lateral width of the frame body 2 and the outer wall member 4, and the protruding portion 3 a protrudes beyond the outer wall member 4. Has been.

図4(B)に示すように、外壁部材4は、複数のビス41により胴縁3に固定されている。また、外壁部材4は、複数の小外壁部材4a,4b,4cに分割されており、これらの小外壁部材4a,4b,4cを重ね合わせながらビス41により胴縁3に固定している。かかる構成により、壁パネル1が大型化しても任意の個数に外壁部材4を分割して対応することができる。また、ここでは、外壁部材4に折板を使用しているため、折部分を利用して重ね合わせることができ、継ぎ目を目立たなくすることができ、景観を損なわず、かつ、封止性を向上させることができる。なお、外壁部材4の両端部を固定するビスは、仮止用ビス42であり、後述する繋ぎ部材5を接続する際に取り外される。   As shown in FIG. 4B, the outer wall member 4 is fixed to the trunk edge 3 with a plurality of screws 41. The outer wall member 4 is divided into a plurality of small outer wall members 4a, 4b, and 4c, and these small outer wall members 4a, 4b, and 4c are fixed to the trunk edge 3 with screws 41 while being overlapped. With such a configuration, even if the wall panel 1 is enlarged, the outer wall member 4 can be divided and dealt with in an arbitrary number. In addition, here, since the folded plate is used for the outer wall member 4, it is possible to overlap using the folded portion, to make the seam inconspicuous, without damaging the scenery, and to provide sealing performance. Can be improved. In addition, the screw which fixes the both ends of the outer wall member 4 is a temporary fixing screw 42, and is removed when connecting the connecting member 5 described later.

図4(C)に示すように、壁パネル1同士を横方向に隣接して配置した場合、対峙する胴縁3の突出部3aが外壁部材4から露出した状態となるため、かかる露出部分に繋ぎ部材5を壁パネル1の外側からビス51により胴縁3に固定している。繋ぎ部材5は、基本的に外壁部材4(小外壁部材4a,4b,4c)と同じ構造をなし、横幅が胴縁3の露出部分を覆うことができる長さに設定されている。また、繋ぎ部材5を胴縁3に固定する際には、重ね合わせる外壁部材4に接続されている仮止用ビス42を取り外してから、ビス51を接続する。かかる繋ぎ部材5により、プラント設備の外周を外壁部材4で隙間なく囲うことができる。   As shown in FIG. 4C, when the wall panels 1 are arranged adjacent to each other in the lateral direction, the protruding portion 3a of the body edge 3 facing each other is exposed from the outer wall member 4, so The connecting member 5 is fixed to the trunk edge 3 with screws 51 from the outside of the wall panel 1. The connecting member 5 basically has the same structure as the outer wall member 4 (small outer wall members 4 a, 4 b, 4 c), and the lateral width is set to a length that can cover the exposed portion of the trunk edge 3. Further, when fixing the connecting member 5 to the trunk edge 3, the screw 51 is connected after removing the temporary fixing screw 42 connected to the outer wall member 4 to be overlapped. With the connecting member 5, the outer periphery of the plant facility can be surrounded by the outer wall member 4 without a gap.

図1(A)及び(B)に示したように、前記吊ピース11は、枠体2の縦方向長さの両端部にボルト等により着脱可能に固定されている。ここで、図5は、吊ピースの使用状態を示す図であり、(A)は壁パネルの積層状態、(B)は図5(A)におけるB矢視図、(C)は壁パネルの搬送状態、を示している。   As shown in FIGS. 1 (A) and 1 (B), the suspension piece 11 is detachably fixed to both ends of the longitudinal length of the frame body 2 with bolts or the like. Here, FIG. 5 is a figure which shows the use condition of a suspension piece, (A) is the lamination | stacking state of a wall panel, (B) is a B arrow view in FIG. 5 (A), (C) is a wall panel. The conveyance state is shown.

前記吊ピース11は、本体部に貫通孔が形成されており、ワイヤ等の搬送部品を係合できるように構成されている。また、吊ピース11は、壁パネル1の奥行き方向に延設された支持部材11aを有している。支持部材11aは、例えば、略コ字状に折り曲げられた鋼板に補強材を接合した構成をなし、壁パネル1の奥行き方向の両端部に平面部が形成されている。また、支持部材11aの奥行き方向の長さは、壁パネル1を積層したときに、外壁部材4が他の壁パネル1と接触しない長さに設定されている。   The suspension piece 11 has a through-hole formed in the main body portion, and is configured to be able to engage a conveying component such as a wire. The suspension piece 11 has a support member 11 a extending in the depth direction of the wall panel 1. The support member 11a has, for example, a configuration in which a reinforcing material is joined to a steel plate bent into a substantially U shape, and flat portions are formed at both end portions in the depth direction of the wall panel 1. The length of the support member 11a in the depth direction is set to a length that prevents the outer wall member 4 from contacting other wall panels 1 when the wall panels 1 are stacked.

したがって、図5(A)及び図5(B)に示したように、支持部材11aを備えた吊ピース11を枠体2に接続することにより、壁パネル1の外壁部材4を接触させずに壁パネル1を積層することができ、保管効率を向上させることができる。また、図5(C)に示したように、吊ピース11にワイヤ12等を連結することにより、壁パネル1を容易に吊り上げることができる。例えば、図示したように、両端部の各吊ピース11にワイヤ12を相掛けすることにより、壁パネル1を水平に吊り上げて搬送したり、一方に傾けながら垂直な状態にしてプラント設備の外周に立設させたりすることができる。また、吊ピース11は着脱可能に枠体2に接続されているため、壁パネル1をプラント設備の外周に設置した際に容易に取り外すことができ、吊ピース11を再利用することができる。   Therefore, as shown in FIGS. 5 (A) and 5 (B), the suspension piece 11 provided with the support member 11a is connected to the frame body 2 so that the outer wall member 4 of the wall panel 1 is not brought into contact. The wall panel 1 can be laminated | stacked and storage efficiency can be improved. Further, as shown in FIG. 5C, the wall panel 1 can be easily lifted by connecting the wire 12 or the like to the suspension piece 11. For example, as shown in the drawing, the wall panel 1 is hung horizontally and conveyed by crossing the wire 12 to the suspension pieces 11 at both ends, or the wall panel 1 is inclined to one side and placed in the vertical state on the outer periphery of the plant equipment. It can be erected. Moreover, since the hanging piece 11 is connected to the frame 2 so that attachment or detachment is possible, when the wall panel 1 is installed in the outer periphery of plant equipment, it can be removed easily and the hanging piece 11 can be reused.

次に、本発明に係る壁パネル1の他の実施形態について説明する。ここで、図6は、本発明に係る壁パネルの他の実施形態を示す図であり、(A)は正面図、(B)は横方向に隣接した壁パネルの接合部における部品構成図、を示している。なお、図1〜図5に示した実施形態と同じ部品には同じ符号を付し、重複した説明を省略する。   Next, another embodiment of the wall panel 1 according to the present invention will be described. Here, FIG. 6 is a figure which shows other embodiment of the wall panel which concerns on this invention, (A) is a front view, (B) is a components block diagram in the junction part of the wall panel adjacent to the horizontal direction, Is shown. In addition, the same code | symbol is attached | subjected to the same component as embodiment shown in FIGS. 1-5, and the duplicate description is abbreviate | omitted.

図6(A)〜(C)に示した実施形態は、外壁部材4にGRC板6を使用したものである。GRC(Glass-Fiber Reinforced Cement)とは、セメント又はセメントモルタルとガラス繊維とからなる複合体(ガラス繊維強化コンクリート)を意味する。ガラス繊維をコンクリートに混入することにより、コンクリート製品の引張強度の補強や薄肉断面における弾性率や耐水性・断熱性・防音性(吸音性や遮音性)・軽量化・耐候性等の改善を図ることができる。特に、壁パネルを防音壁として使用する場合に最適である。かかるGRC板6については、例えば、特開昭58−135190号公報等に詳細に記載されている。   In the embodiment shown in FIGS. 6A to 6C, the GRC plate 6 is used for the outer wall member 4. GRC (Glass-Fiber Reinforced Cement) means a composite (glass fiber reinforced concrete) composed of cement or cement mortar and glass fiber. By mixing glass fiber into concrete, we will reinforce the tensile strength of concrete products and improve the elastic modulus, water resistance, heat insulation, sound insulation (sound absorption and sound insulation), weight reduction, weather resistance, etc. in thin-walled sections. be able to. In particular, it is optimal when a wall panel is used as a soundproof wall. The GRC plate 6 is described in detail in, for example, Japanese Patent Application Laid-Open No. 58-135190.

図6(A)に示したように、外壁部材4は、例えば、縦方向に複数に分割されたGRC板6により構成されている。すなわち、複数のGRC板6を組み合わせて枠体2の縦方向長さLの外壁部材4を構成している。また、外壁部材4としてGRC板6を使用した場合には、GRC板6は枠体2に直に接続される。なお、外装部材4に折板を使用した場合と同様に、胴縁3を介してGRC板6を固定するようにしてもよい。   As shown in FIG. 6A, the outer wall member 4 is composed of, for example, a GRC plate 6 divided into a plurality in the vertical direction. That is, the outer wall member 4 having a longitudinal length L of the frame 2 is configured by combining a plurality of GRC plates 6. Further, when the GRC plate 6 is used as the outer wall member 4, the GRC plate 6 is directly connected to the frame body 2. Note that the GRC plate 6 may be fixed via the trunk edge 3 in the same manner as when a folded plate is used for the exterior member 4.

図6(B)に示したように、壁パネル1同士を横方向に隣接して配置した場合、外壁部材4を構成するGRC板6同士の間に隙間ができてしまうため、シール材やコーキング材等の封止部材61により外壁部材4の隙間をシールする。かかる封止部材61により、プラント設備の外周を外壁部材4で隙間なく囲うことができる。   As shown in FIG. 6 (B), when the wall panels 1 are arranged adjacent to each other in the lateral direction, a gap is formed between the GRC plates 6 constituting the outer wall member 4, so that a sealing material or caulking is formed. A gap between the outer wall members 4 is sealed by a sealing member 61 such as a material. With the sealing member 61, the outer periphery of the plant facility can be surrounded by the outer wall member 4 without a gap.

なお、上述した実施形態において、GRC板6に替えてALC板を使用してもよい。ALC(Autoclaved Lightweight Concrete)とは、いわゆる軽量気泡コンクリートを意味し、セメント・石灰・硅石等を主原料とした比重が0.5〜0.6の軽い多孔質コンクリートである。無機質材料を原料にした多孔質体であることから、耐火性・断熱性・軽量性・意匠性に優れている。また、図示しないが、かかる実施形態においても、枠体2に吊ピース11を接続するようにしてもよい。   In the embodiment described above, an ALC plate may be used instead of the GRC plate 6. ALC (Autoclaved Lightweight Concrete) means so-called lightweight aerated concrete, which is a light porous concrete having a specific gravity of 0.5 to 0.6 made mainly of cement, lime, meteorite and the like. Since it is a porous body made of inorganic material, it has excellent fire resistance, heat insulation, light weight and design. Although not shown, the suspension piece 11 may be connected to the frame 2 in this embodiment as well.

続いて、本発明に係る外壁据付方法について説明する。ここで、図7及び図8は、本発明に係る外壁据付方法を示す説明図であり、図7(A)は壁パネル一枚を配置した状態、図7(B)は壁パネルを一列に配置した状態、図8(A)は壁パネルを一面に配置した状態、図8(B)は壁パネルに繋ぎ部材を接合した状態、を示している。   Then, the outer wall installation method concerning this invention is demonstrated. 7 and 8 are explanatory views showing the outer wall installation method according to the present invention. FIG. 7A shows a state in which one wall panel is arranged, and FIG. 7B shows the wall panels in a row. FIG. 8A shows a state in which the wall panel is disposed on one side, and FIG. 8B shows a state in which a connecting member is joined to the wall panel.

図7及び図8に示すように、本発明に係る外壁据付方法は、プラント設備7の外周を囲う外壁据付方法であって、上述した本発明に係る壁パネル1を、プラント設備7の外周に互いに隣接するように設置し、壁パネル1の外壁部材4の隙間に露出した胴縁3に外壁部材4と同じ構造の繋ぎ部材5を壁パネル1の外側から固定し、プラント設備7の外周を囲う、ことを特徴とする。   As shown in FIG.7 and FIG.8, the outer wall installation method which concerns on this invention is an outer wall installation method which surrounds the outer periphery of the plant equipment 7, Comprising: The wall panel 1 which concerns on this invention mentioned above on the outer periphery of the plant equipment 7 is shown. A connecting member 5 having the same structure as the outer wall member 4 is fixed from the outside of the wall panel 1 to the trunk edge 3 which is installed so as to be adjacent to each other and is exposed in the gap between the outer wall members 4 of the wall panel 1, and the outer periphery of the plant equipment 7 is It is characterized by enclosing.

図7(A)に示すように、プラント設備7(設備そのもの又はその建屋)は、大梁を有する構造部材71と、構造部材71ごとに配置された大梁階72と、を有する。そして、本発明の壁パネル1は、縦方向長さが大梁階72を基準に設定されており、大梁階72の前後1〜2m程度の範囲内に収まるように設定される。一般に、プラント設備7は、地上50〜70mの高層建築物であることが多く、小さいパネルでは大量の枚数を要し、据付作業も面倒である。そこで、本発明では、パネルをブロック化して大型化し、その縦方向長さを大梁階72を基準に設定するようにしている。したがって、必要なパネル枚数を低減することができ、作業の煩わしさを低減することができる。   As shown in FIG. 7A, the plant facility 7 (the facility itself or its building) includes a structural member 71 having a large beam and a large beam floor 72 arranged for each structural member 71. And the wall panel 1 of this invention is set so that the vertical direction length may be settled in the range of about 1-2 m before and behind the large beam floor 72, based on the large beam floor 72. In general, the plant equipment 7 is often a high-rise building of 50 to 70 m above the ground, and a small panel requires a large number of sheets, and installation work is troublesome. Therefore, in the present invention, the panel is made larger by blocking it, and the length in the vertical direction is set on the basis of the large beam floor 72. Therefore, the required number of panels can be reduced, and the troublesomeness of work can be reduced.

まず、最初の壁パネル1は、図7(A)に示すように、プラント設備7の一面の下端部に沿って配置される。壁パネル1は、図示しない、クレーン等の重機を使用して運搬する。次に、図7(B)に示すように、壁パネル1を縦方向に一列に積み重ねる。このとき、壁パネル1の縦方向長さは大梁階72を基準に設定されているため、縦方向に隣接した壁パネル1の接合は大梁階72から容易に行うことができ、外足場を設置する必要がない。   First, the first wall panel 1 is disposed along the lower end portion of one surface of the plant facility 7 as shown in FIG. The wall panel 1 is transported using a heavy machine such as a crane (not shown). Next, as shown in FIG. 7B, the wall panels 1 are stacked in a line in the vertical direction. At this time, since the vertical length of the wall panel 1 is set based on the large beam floor 72, the wall panel 1 adjacent in the vertical direction can be easily joined from the large beam floor 72, and an outer scaffold is installed. There is no need to do.

次に、図8(A)に示すように、壁パネル1を一列ごとに積み重ねてプラント設備7の外周に壁パネル1を配置する。このとき、横方向に隣接する壁パネル1同士の間には胴縁3の突出部3aが露出しており、隙間ができた状態になっている。かかる隙間に、図8(B)に示すように、繋ぎ部材5を接続すれば、プラント設備7の外周を外壁部材4及び繋ぎ部材5で囲うことができる。なお、繋ぎ部材5を壁パネル1に接続する場合には、上部からゴンドラを吊り下げて、壁パネル1の外側から繋ぎ部材5を接続するようにすることが好ましい。繋ぎ部材5の固定には、縦方向長さに複数のビス51を接続する必要があり、大梁階72だけでは全てのビス51を接続することができず、プラント設備7の内側に内足場を設置しなければならない。したがって、繋ぎ部材5の接続作業を効率よく行うためには、壁パネル1の外側にゴンドラを吊り下げて作業した方が容易かつ迅速に処理することができる。   Next, as shown in FIG. 8A, the wall panels 1 are stacked one by one, and the wall panel 1 is disposed on the outer periphery of the plant equipment 7. At this time, the protruding portion 3a of the trunk edge 3 is exposed between the wall panels 1 adjacent in the lateral direction, and a gap is formed. If the connecting member 5 is connected to the gap as shown in FIG. 8B, the outer periphery of the plant equipment 7 can be surrounded by the outer wall member 4 and the connecting member 5. When connecting the connecting member 5 to the wall panel 1, it is preferable to hang the gondola from the upper part and connect the connecting member 5 from the outside of the wall panel 1. In order to fix the connecting member 5, it is necessary to connect a plurality of screws 51 in the length in the vertical direction, and not all the screws 51 can be connected only by the girder floor 72, and an inner scaffold is provided inside the plant equipment 7. Must be installed. Therefore, in order to efficiently perform the connecting operation of the connecting member 5, it is easier and quicker to work by hanging the gondola on the outside of the wall panel 1.

上述した本発明の外壁据付方法では、壁パネル1を縦方向に配置してから横方向に配置するようにしているが、横方向に壁パネル1を配置してから縦方向に配置するようにしてもよいことは勿論である。また、ここでは、壁パネル1の外壁部材4に折板を使用した場合について図示したが、図6に示したような、外壁部材4にGRC板6やALC板を使用したものを使用してもよい。   In the outer wall installation method of the present invention described above, the wall panel 1 is arranged in the vertical direction and then arranged in the horizontal direction. However, the wall panel 1 is arranged in the horizontal direction and then arranged in the vertical direction. Of course, it may be. In addition, here, the case where a folded plate is used for the outer wall member 4 of the wall panel 1 is illustrated. However, as shown in FIG. 6, the outer wall member 4 using a GRC plate 6 or an ALC plate is used. Also good.

本発明は上述した実施形態に限定されず、本発明の趣旨を逸脱しない範囲で種々変更が可能であることは勿論である。   The present invention is not limited to the above-described embodiments, and various modifications can be made without departing from the spirit of the present invention.

1…壁パネル
2…枠体
3…胴縁
3a…突出部
4…外壁部材
4a,4b,4c…小外壁部材
5…部材
6…GRC板
7…プラント設備
11…吊ピース
11a…支持部材
12…ワイヤ
21…軽溝形鋼(LC型鋼材)
22…補強材
23…アングル材
31…リップ溝形鋼(C型鋼材)
32…アングル材
41,51…ビス
42…仮止用ビス
61…封止部材
71…構造部材
72…大梁階
DESCRIPTION OF SYMBOLS 1 ... Wall panel 2 ... Frame 3 ... Body edge 3a ... Projection part 4 ... Outer wall member 4a, 4b, 4c ... Small outer wall member 5 ... Member 6 ... GRC board 7 ... Plant equipment 11 ... Hanging piece 11a ... Supporting member 12 ... Wire 21 ... Light groove steel (LC steel)
22 ... Reinforcement material 23 ... Angle material 31 ... Lip groove steel (C-type steel)
32 ... Angle members 41, 51 ... Screw 42 ... Temporary fixing screw 61 ... Sealing member 71 ... Structural member 72 ... Large beam floor

Claims (7)

プラント設備の外周を囲う外壁据付方法であって、
軽溝形鋼を矩形に組み付けて構成される枠体と、該枠体を覆うように配置される外壁部材と、を有し、前記枠体の縦方向長さが前記プラント設備の大梁階を基準に設定された壁パネルを、前記プラント設備の外周に互いに隣接するように設置し、前記壁パネルの外壁部材の隙間に前記外壁部材と同じ構造の繋ぎ部材又は封止部材を前記壁パネルの外側から固定し、前記プラント設備の外周を囲う、ことを特徴とする外壁据付方法。
An outer wall installation method that surrounds the outer periphery of the plant equipment,
A frame configured by assembling light-grooved steel into a rectangular shape, and an outer wall member disposed so as to cover the frame, and the longitudinal length of the frame corresponds to the large beam floor of the plant facility. A wall panel set as a reference is installed on the outer periphery of the plant equipment so as to be adjacent to each other, and a connecting member or a sealing member having the same structure as the outer wall member is placed in a gap between the outer wall members of the wall panel. An outer wall installation method characterized by fixing from the outside and surrounding the outer periphery of the plant equipment.
前記枠体の縦方向長さは、7〜15mに設定される、ことを特徴とする請求項1に記載の外壁据付方法The method for installing an outer wall according to claim 1, wherein the length of the frame in the vertical direction is set to 7 to 15 m. 前記軽溝形鋼は、本体幅Hが400mm、折幅Aが75mm、板厚tが6mmに設定される、ことを特徴とする請求項1に記載の外壁据付方法2. The outer wall installation method according to claim 1, wherein the light groove steel has a main body width H of 400 mm, a folding width A of 75 mm, and a plate thickness t of 6 mm. 前記軽溝形鋼は、折角度が90°を超えないようにプレス成形される、ことを特徴とする請求項1に記載の外壁据付方法The outer wall installation method according to claim 1, wherein the light channel steel is press-molded so that a folding angle does not exceed 90 °. 前記外壁部材は、折板、ALC板又はGRC板のいずれかである、ことを特徴とする請求項1に記載の外壁据付方法The outer wall member installation method according to claim 1, wherein the outer wall member is one of a folded plate, an ALC plate, and a GRC plate. 前記枠体の表面に横渡しされた複数のリップ溝形鋼により構成される胴縁を有し、該胴縁の長さが前記枠体及び前記外壁部材の横幅よりも長く設定されており、該胴縁に前記外壁部材が固定されている、ことを特徴とする請求項1に記載の外壁据付方法It has a trunk edge composed of a plurality of lip channel steels that are crossed across the surface of the frame body, and the length of the trunk edge is set longer than the lateral width of the frame body and the outer wall member, The outer wall installation method according to claim 1, wherein the outer wall member is fixed to the body edge. 前記枠体の両端部に着脱可能に配置されるとともに、前記壁パネルを積層可能に支持する支持部材を備えた吊ピースを有する、ことを特徴とする請求項1に記載の外壁据付方法
2. The outer wall installation method according to claim 1, further comprising a suspension piece that is detachably disposed at both ends of the frame body and includes a support member that supports the wall panel in a stackable manner .
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