JP2007064344A - Pedestal - Google Patents

Pedestal Download PDF

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JP2007064344A
JP2007064344A JP2005250680A JP2005250680A JP2007064344A JP 2007064344 A JP2007064344 A JP 2007064344A JP 2005250680 A JP2005250680 A JP 2005250680A JP 2005250680 A JP2005250680 A JP 2005250680A JP 2007064344 A JP2007064344 A JP 2007064344A
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Prior art keywords
truss structure
gantry
short
beam member
long
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Genzo Minamino
源造 南野
Kouichirou Mochizuki
光一朗 望月
Hiroyuki Nagashima
洋行 長島
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NLM ECAL Co Ltd
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NLM ECAL Co Ltd
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Priority to JP2005250680A priority Critical patent/JP2007064344A/en
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a pedestal having reduced weight and enhanced structure strength and facilitating conveyance work and installation work. <P>SOLUTION: The pedestal 1 fixing and supporting a casing comprises a plurality of truss structures formed by connecting a plurality of profiles made of aluminum alloy. That is, the pedestal 1 is constituted by connecting the opposing short side truss structures 20, long side truss structures 30 connecting end parts of the short side truss structures 20 with each other and the connecting truss structures 50 connecting the opposing long side truss structures 30 with each other, so as to form a rectangular frame. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

この発明は、函体を固定支持する架台に関するもので、更に詳細には、例えばビル等の建造物の屋上に設置する例えば電話中継基地用函体を固定支持する架台に関するものである。   The present invention relates to a gantry for fixing and supporting a box, and more particularly to a gantry for fixing and supporting a box for a telephone relay base, for example, which is installed on the roof of a building such as a building.

一般に、ビル等の建造物の屋上に函体を設置するには、建造物の屋上の梁上で重量を受けるように形成された架台上に函体が載置固定されている。   In general, in order to install a box on the roof of a building such as a building, the box is placed and fixed on a frame formed so as to receive weight on a beam on the roof of the building.

従来、この種の架台として、ビルの屋上に定着された基台上に固定され、上部に函体例えば空調機の室外機を設置する架台が知られている(例えば、特許文献1参照)。
特開平9―4787号公報(特許請求の範囲、0010、図1)
2. Description of the Related Art Conventionally, as this type of pedestal, a pedestal that is fixed on a base fixed on the roof of a building and in which a box, for example, an outdoor unit of an air conditioner, is installed is known (see, for example, Patent Document 1).
JP-A-9-4787 (Claims, 0010, FIG. 1)

ところで、通常梁スパンは6〜8m程度と大きいために、一般には、架台の剛性を考慮して鉄鋼製材を使用している。しかし、鉄鋼製材によって長尺構造体を構成すると、架台のサイズ及び重量が大きくなる。したがって、ビルの屋上に架台を設置する際は、クレーンなどを使用する必要があるので、運搬作業や設置作業に手間がかかるという問題があった。また、架台の軽量化を図るために鉄鋼製材の肉厚を薄くすることが考えられるが、これにおいては、架台に函体を載置した状態での架台の強度が低くなり、地震時などの振動により架台が変形し、函体の支持が不安定になる虞があった。   By the way, since the beam span is usually as large as about 6 to 8 m, generally steel materials are used in consideration of the rigidity of the gantry. However, if a long structure is formed of steel material, the size and weight of the gantry increase. Therefore, when installing the gantry on the roof of the building, it is necessary to use a crane or the like. In order to reduce the weight of the pedestal, it is conceivable to reduce the thickness of the steel material. However, in this case, the strength of the pedestal with the box placed on the pedestal will be reduced, such as during an earthquake. There was a risk that the frame would be deformed by vibration and the support of the box would become unstable.

この発明は、上記事情に鑑みてなされたもので、架台の軽量化を図ると共に、構造強度を高め、かつ、設置場所への運搬や設置作業を容易にすることができる架台を提供することを目的とする。   The present invention has been made in view of the above circumstances, and it is intended to provide a gantry capable of reducing the weight of the gantry, increasing the structural strength, and facilitating transportation and installation work to an installation location. Objective.

上記課題を解決するために、請求項1記載の発明は、函体を固定支持するための架台であって、 複数のアルミニウム合金製形材を連結した複数のトラス構造体からなり、 対向する短側トラス構造体と、上記短側トラス構造体の端部同士を連結する長側トラス構造体と、対向する上記長側トラス構造体を連結する繋ぎトラス構造体とを矩形枠状に形成してなる、ことを特徴とする。   In order to solve the above-mentioned problems, the invention described in claim 1 is a gantry for fixing and supporting a box, comprising a plurality of truss structures connecting a plurality of aluminum alloy shaped members, A side truss structure, a long truss structure that connects the ends of the short truss structure, and a connecting truss structure that connects the opposing long truss structure are formed in a rectangular frame shape. It is characterized by.

この発明において、上記長側トラス構造体を、上方に位置する上部梁材と、下方に位置する下部梁材と、上記上部梁材と下部梁材に亘って斜めに連結される複数の斜材と、上記上部梁材と下部梁材に亘って垂直に連結される複数の垂直材とで構成する方が好ましい(請求項2)。この場合、上記上部梁材及び下部梁材を一対のアングル材にて形成し、上記斜材及び垂直材を、それぞれ断面中空パイプ部材にて形成すると共に、その長手方向両端に取付孔を穿設し、斜材及び垂直材の両端をそれぞれ一対のアングル材によって挟持すると共に、固定部材によって固定する方が好ましい(請求項3)。この場合、上記斜材及び垂直材にカラーを貫通すると共に、カラーを一対のアングル材間に介在させ、固定部材を上記カラーに貫挿固定する方が好ましい(請求項4)。   In this invention, the long side truss structure is composed of an upper beam member located above, a lower beam member located below, and a plurality of diagonal members connected obliquely across the upper beam member and the lower beam member. And a plurality of vertical members that are vertically connected across the upper beam member and the lower beam member. In this case, the upper beam member and the lower beam member are formed by a pair of angle members, the oblique member and the vertical member are respectively formed by a cross-section hollow pipe member, and mounting holes are formed at both longitudinal ends thereof. However, it is preferable that both ends of the diagonal member and the vertical member are sandwiched by a pair of angle members and fixed by a fixing member. In this case, it is preferable to penetrate the collar and the vertical member through the collar, interpose the collar between a pair of angle members, and fix the fixing member through the collar (claim 4).

また、この発明において、上記長側トラス構造体を、短側トラス構造体に連結される端部トラス構造体と、連結トラス構造体とで構成し、端部トラス構造体と連結トラス構造体とを連結部材を介して連結・分解可能に形成してなる、ことを特徴とする(請求項5)。この場合、上記短側トラス構造体を複数形成し、短側トラス構造体をアンカーボルトによって設置台の上面に設置可能に形成する方が好ましい(請求項6)。なお、この場合、上記長側トラス構造体又は短側トラス構造体の端部側上部に、架台設置台の上面に設置可能な架台支持部材を延在してもよい(請求項7)。   In the present invention, the long truss structure is composed of an end truss structure connected to the short truss structure and a connecting truss structure, and the end truss structure and the connecting truss structure Is formed so that it can be connected and disassembled via a connecting member (claim 5). In this case, it is preferable to form a plurality of the short-side truss structures, and to form the short-side truss structures so that they can be installed on the upper surface of the installation table with anchor bolts. In this case, a gantry support member that can be installed on the upper surface of the gantry installation table may be extended on the upper end side of the long-side truss structure or the short-side truss structure.

(1)請求項1記載の発明によれば、複数のアルミニウム合金製形材を連結した複数のトラス構造体によって矩形枠状の架台を構成するので、架台の軽量化を図ることができると共に、強度の向上を図ることができる。   (1) According to the invention described in claim 1, since the rectangular frame-shaped frame is constituted by the plurality of truss structures obtained by connecting the plurality of aluminum alloy shaped members, the weight of the frame can be reduced, The strength can be improved.

(2)請求項2記載の発明によれば、長側トラス構造体の上部梁材と下部梁材とに亘って複数の斜材と複数の垂直材を設けることによって、上記(1)に加えて更に、架台の強度の向上を図ることができる。   (2) According to the invention described in claim 2, in addition to the above (1), a plurality of diagonal members and a plurality of vertical members are provided across the upper beam member and the lower beam member of the long truss structure. Furthermore, the strength of the gantry can be improved.

(3)請求項3記載の発明によれば、斜材及び垂直材を断面中空パイプ部材にて形成することによって、上記(1)、(2)に加えて更に、架台の軽量化を図ることができる。   (3) According to the invention described in claim 3, in addition to the above (1) and (2), further reducing the weight of the gantry by forming the diagonal member and the vertical member with the cross-section hollow pipe member. Can do.

また、上部梁材及び下部梁材を一対のアングル材にて形成し、斜材及び垂直材の両端をそれぞれ一対のアングル材によって挟持すると共に、固定部材によって固定することができるので、上記(1)、(2)に加えて更に、架台の強度の向上を図ることができる。この場合、斜材及び垂直材にカラーを貫通すると共に、カラーを一対のアングル材間に介在させ、固定部材をカラーに貫挿固定することにより、固定部材による固定の際に中空パイプ部材からなる斜材及び垂直材が潰れたり変形するのを防止することができる。したがって、堅牢な架台とすることができる(請求項4)。   In addition, since the upper beam member and the lower beam member are formed of a pair of angle members, both ends of the diagonal member and the vertical member can be sandwiched between the pair of angle members and fixed by the fixing member. In addition to (2) and (2), the strength of the gantry can be further improved. In this case, the diagonal member and the vertical member are penetrated by the collar, the collar is interposed between the pair of angle members, and the fixing member is inserted into and fixed to the collar, so that the fixing member is formed of a hollow pipe member. It is possible to prevent the diagonal material and the vertical material from being crushed or deformed. Therefore, it can be set as a robust mount (claim 4).

(4)請求項5記載の発明によれば、長側トラス構造体を、短側トラス構造体に連結される端部トラス構造体と、連結トラス構造体とで構成し、端部トラス構造体と連結トラス構造体とを連結部材を介して連結・分解可能に形成することによって、架台を分解した状態で屋上に搬送することができ、屋上で組み立てることができるので、上記(1)〜(3)に加えて更に、架台の運搬作業を容易にすることができる。   (4) According to the invention described in claim 5, the long truss structure is composed of an end truss structure connected to the short truss structure and a connecting truss structure, and the end truss structure. By forming the connecting truss structure and the connecting truss structure so that they can be connected and disassembled via the connecting member, the frame can be transported to the roof in an exploded state and can be assembled on the roof. In addition to 3), the transportation work of the gantry can be facilitated.

(5)請求項6記載の発明によれば、複数の短側トラス構造体をアンカーボルトによって設置台の上面に設置することで、上記(1)〜(4)に加えて更に、架台の固定を確実にすることができる。   (5) According to invention of Claim 6, in addition to said (1)-(4), by fixing several short side truss structure bodies on the upper surface of an installation stand by an anchor bolt, fixing of a stand Can be ensured.

(6)請求項7記載の発明によれば、長側トラス構造体又は短側トラス構造体の端部側上部に架台支持部材を延在することによって、架台の設置高さを低くすることができるので、上記(1)〜(4)に加えて更に、架台の安定性の向上を図ることができる。   (6) According to the invention described in claim 7, the installation height of the gantry can be lowered by extending the gantry support member on the end side upper part of the long-side truss structure or the short-side truss structure. Therefore, in addition to the above (1) to (4), the stability of the gantry can be further improved.

以下に、この発明の実施形態を添付図面に基づいて詳細に説明する。   Hereinafter, embodiments of the present invention will be described in detail with reference to the accompanying drawings.

なお、以下の説明では、架台をビルの屋上に設置される電話中継基地を載置する場合について説明する。   In the following description, a case will be described in which a telephone relay base installed on the roof of a building is placed.

<第1実施形態>
図1は、この発明に係る架台に電話中継基地用函体を設置した状態を示す概略斜視図、図2は、この発明に係る架台の第1実施形態を示す斜視図、図3は、この発明における架台の分解状態を示す側面図である。
<First Embodiment>
1 is a schematic perspective view showing a state in which a telephone relay base box is installed on a gantry according to the present invention, FIG. 2 is a perspective view showing a first embodiment of the gantry according to the present invention, and FIG. It is a side view which shows the decomposition | disassembly state of the mount frame in invention.

上記架台1は、図1に示すように、ビルの屋上に設けられた架台設置台8の上面に、アンカーボルト80によって固定され、上部に電話中継基地用函体9を図示しない連結ボルトによって載置固定している。   As shown in FIG. 1, the gantry 1 is fixed to the upper surface of the gantry mounting table 8 provided on the roof of the building by anchor bolts 80, and the telephone relay base box 9 is mounted on the upper portion by a connecting bolt (not shown). It is fixed.

上記架台1は、図2に示すように、対向する複数(この場合4個)の短側トラス構造体20と、短側トラス構造体20の端部同士を連結する一対の長側トラス構造体30と、対向する長側トラス構造体30を連結する複数(この場合4個)の繋ぎトラス構造体50とを固定部材であるボルト・ナット7によって矩形枠状に連結して構成されている。   As shown in FIG. 2, the gantry 1 includes a plurality of (in this case, four) short-side truss structures 20 and a pair of long-side truss structures that connect the ends of the short-side truss structures 20 to each other. 30 and a plurality of (in this case, four) connecting truss structures 50 that connect the opposing long-side truss structures 30 are connected in a rectangular frame shape by bolts and nuts 7 as fixing members.

上記短側トラス構造体20は、長側トラス構造体30の上部に連結される上部水平繋ぎ材21と、長側トラス構造体30の下部に連結されると共に、架台設置台8に連結されて架台1を支持する支持部材22と、上部水平繋ぎ材21と支持部材22に亘って斜めに連結される複数(この場合6本)の支持点補強材23とをボルト・ナット7によって連結している。この場合、上部水平繋ぎ材21及び支持点補強材23は、断面L字状のアルミニウム合金製押出形材によって形成されており、支持部材22は、断面コ字状のアルミニウム合金製押出形材によって形成されている。   The short-side truss structure 20 is connected to the upper horizontal connecting member 21 connected to the upper part of the long-side truss structure 30, and to the lower part of the long-side truss structure 30, and is connected to the gantry installation base 8. The support member 22 that supports the gantry 1, the upper horizontal connecting member 21, and a plurality of (in this case, six) support point reinforcing members 23 that are connected obliquely across the support member 22 are connected by bolts and nuts 7. Yes. In this case, the upper horizontal connecting member 21 and the support point reinforcing member 23 are formed of an extruded shape made of an aluminum alloy having an L-shaped cross section, and the support member 22 is made of an extruded shape made of an aluminum alloy having a U-shaped cross section. Is formed.

上記長側トラス構造体30は、図2及び図3に示すように、短側トラス構造体20に連結される端部トラス構造体31と、対向する端部トラス構造体31を連結する連結トラス構造体32とを連結部材39を介して連結及び分解可能に形成されている。   As shown in FIGS. 2 and 3, the long side truss structure 30 includes an end truss structure 31 connected to the short truss structure 20 and a connecting truss that connects the opposite end truss structure 31. The structure 32 is formed so as to be connected and disassembled via a connecting member 39.

上記端部トラス構造体31及び連結トラス構造体32は、上方に位置する上部梁材33と、下方に位置する下部梁材34と、上部梁材33と下部梁材34に亘って斜めに連結される複数の斜材35と、上部梁材33と下部梁材34に亘って垂直に連結される複数の垂直材36とをボルト・ナット7によって連結して構成されている。この場合、上部梁材33及び下部梁材34は一対の断面L字状のアングル材37にて形成されている。このアングル材37は、アルミニウム合金製押出形材にて形成されている。また、斜材35及び垂直材36は、それぞれアルミニウム合金製押出形材にて形成される断面略矩形状の中空パイプ部材にて形成されており、その長手方向両端に取付孔38が穿設されている(図5参照)。なお、斜材35の端部は斜めに切断されている(図5(b)参照)。また、アングル材37は、上方に位置する水平片37bと、この水平片37bの一端に直角に折曲する垂直片37cとからなり、垂直片37cには、斜材35及び垂直材36との取付位置に取付孔38に連通する連通孔37aが穿設されている。   The end truss structure 31 and the connecting truss structure 32 are connected obliquely across the upper beam member 33 located above, the lower beam member 34 located below, and the upper beam member 33 and the lower beam member 34. A plurality of diagonal members 35 and a plurality of vertical members 36 vertically connected across the upper beam member 33 and the lower beam member 34 are connected by bolts and nuts 7. In this case, the upper beam member 33 and the lower beam member 34 are formed by a pair of angle members 37 having an L-shaped cross section. The angle member 37 is formed of an aluminum alloy extruded profile. Further, the diagonal member 35 and the vertical member 36 are each formed by a hollow pipe member having a substantially rectangular cross section formed by an aluminum alloy extruded shape, and mounting holes 38 are formed at both ends in the longitudinal direction. (See FIG. 5). In addition, the edge part of the diagonal material 35 is cut | disconnected diagonally (refer FIG.5 (b)). The angle member 37 includes a horizontal piece 37b positioned above and a vertical piece 37c bent at a right angle to one end of the horizontal piece 37b. The vertical piece 37c includes the diagonal member 35 and the vertical member 36. A communication hole 37a communicating with the mounting hole 38 is formed at the mounting position.

上記端部トラス構造体31及び連結トラス構造体32は、斜材35及び垂直材36の両端の側面を、それぞれ一対のアングル材37の垂直片37cに当接した状態で挟持し、連通孔37a及び取付孔38を貫通する固定部材であるボルト・ナット7によって固定されている。この際、図5(b)及び図6に示すように、斜材35及び垂直材36の中空部内には、丸鋼製のカラー90が貫通されると共に、カラー90が一対のアングル材37間に介在され、そして、カラー90に貫挿されるボルト・ナット7を締結することによって固定される。このようにカラー90を用いることにより、斜材35及び垂直材36が潰れたり変形するのを防止することができ、架台1を堅牢にすることができる。   The end truss structure 31 and the connecting truss structure 32 sandwich the side surfaces of both ends of the diagonal member 35 and the vertical member 36 in contact with the vertical pieces 37c of the pair of angle members 37, respectively. And bolts and nuts 7 which are fixing members penetrating the mounting holes 38. At this time, as shown in FIGS. 5B and 6, a round steel collar 90 is penetrated into the hollow portions of the diagonal member 35 and the vertical member 36, and the collar 90 is between the pair of angle members 37. And is fixed by fastening bolts and nuts 7 inserted into the collar 90. By using the collar 90 in this way, the diagonal member 35 and the vertical member 36 can be prevented from being crushed or deformed, and the gantry 1 can be made robust.

なお、端部トラス構造体31の上部梁材33は下部梁材34より短く形成されており、連結トラス構造体32の上部梁材33は下部梁材34より長く形成されている。   The upper beam member 33 of the end truss structure 31 is formed shorter than the lower beam member 34, and the upper beam member 33 of the connecting truss structure 32 is formed longer than the lower beam member 34.

このように長側トラス構造体30を、端部トラス構造体31と連結トラス構造体32とを連結部材39を介して連結及び分解可能に形成することにより、架台1を分解した状態でビルの屋上に搬送することができ、屋上で組み立てることができるので、架台1の運搬作業及び設置作業を容易にすることができる。また、斜材35及び垂直材36をアルミニウム合金製押出形材の中空パイプ部材にて形成することにより、架台1の軽量化を図ることができる。更にまた、斜材35及び垂直材36の両端をそれぞれ一対のアングル材37によって挟持し、連通孔37a及び取付孔38を貫通するボルト・ナット7によって固定することにより、トラス構造体の強度が高くなるので、耐振性の向上を図ることができる。更には、一対のアングル材37の水平片37bによって函体9の載置面を形成することができるので、函体9の載置を安定化することができる。   In this way, by forming the long truss structure 30 so that the end truss structure 31 and the connecting truss structure 32 can be connected and disassembled via the connecting member 39, the frame 1 can be disassembled in a state where the gantry 1 is disassembled. Since it can convey to a rooftop and can assemble on a rooftop, the conveyance operation | work and installation operation | work of the mount frame 1 can be made easy. Further, by forming the diagonal member 35 and the vertical member 36 by a hollow pipe member made of an aluminum alloy extrusion, the weight of the gantry 1 can be reduced. Furthermore, the strength of the truss structure is increased by sandwiching both ends of the diagonal member 35 and the vertical member 36 with a pair of angle members 37 and fixing them with the bolts and nuts 7 passing through the communication holes 37a and the mounting holes 38. Therefore, the vibration resistance can be improved. Furthermore, since the mounting surface of the box 9 can be formed by the horizontal pieces 37b of the pair of angle members 37, the mounting of the box 9 can be stabilized.

一方、上記繋ぎトラス構造体50は、図3及び図4に示すように、対向する長側トラス構造体30(端部トラス構造体31)の下部梁材34に連結される下部水平繋ぎ材51と、この下部水平繋ぎ材51と長側トラス構造体30の上部梁材33とに亘って斜めに連結される補強材52とをボルト・ナット7で連結して形成されている。この場合、上部梁材33と補強材52とは、図示しない取付部材を介して連結されている。なお、この場合、下部水平繋ぎ材51及び補強材52は、断面L字状のアルミニウム合金製押出形材にて形成されている。   On the other hand, as shown in FIGS. 3 and 4, the connecting truss structure 50 includes a lower horizontal connecting member 51 connected to the lower beam member 34 of the opposing long-side truss structure 30 (end truss structure 31). The lower horizontal connecting member 51 and the reinforcing member 52 connected obliquely across the upper beam member 33 of the long truss structure 30 are connected by bolts and nuts 7. In this case, the upper beam member 33 and the reinforcing member 52 are connected via an attachment member (not shown). In this case, the lower horizontal connecting member 51 and the reinforcing member 52 are formed of an extruded shape made of an aluminum alloy having an L-shaped cross section.

このように構成することにより、対向する長側トラス構造体30(端部トラス構造体31)に亘って繋ぎトラス構造体50を連結することで、架台1の短軸方向に加わる振動及び応力に対して、架台1を補強することができる。   By configuring in this way, the connecting truss structure 50 is coupled across the opposing long-side truss structure 30 (end truss structure 31), so that the vibration and stress applied in the short axis direction of the gantry 1 can be reduced. On the other hand, the gantry 1 can be reinforced.

上記のように構成された短側トラス構造体20と端部トラス構造体31及び繋ぎトラス構造体50を、図3及び図4に示すように、端部トラス構造体31の一端すなわち屋上の架台設置台8への固定側の端部及びその近傍に短側トラス構造体20を連結し、他端側及び略中央付近に繋ぎトラス構造体50を連結することによって架台1の端部体40を構成する。   The short truss structure 20, the end truss structure 31, and the connecting truss structure 50 configured as described above are connected to one end of the end truss structure 31, that is, the rooftop rack, as shown in FIGS. 3 and 4. The end body 40 of the gantry 1 is connected by connecting the short truss structure 20 to the fixed end to the installation base 8 and the vicinity thereof, and connecting the truss structure 50 to the other end and substantially the center. Constitute.

そして、端部体40の端部トラス構造体31と連結トラス構造体32とを、それぞれの上部梁材33同士及び下部梁材34同士を連結部材39を介してボルト・ナット7Aで連結することによって、架台1を組み立てることができる。なお、この場合、連結部材39は、断面L字状のアルミニウム合金製押出形材にて形成されている。   Then, the end truss structure 31 and the connecting truss structure 32 of the end body 40 are connected to each other with the upper and lower beam members 33 and the lower beam members 34 with the bolts and nuts 7A via the connecting members 39. Thus, the gantry 1 can be assembled. In this case, the connecting member 39 is formed of an extruded shape made of an aluminum alloy having an L-shaped cross section.

上記のように形成される架台1をビルの屋上に設置する手順について説明する。まず、予め工場で組み立てられた短側トラス構造体20、端部トラス構造体31、連結トラス構造体32、繋ぎトラス構造体50及びその他の部品を、エレベータ又は階段を利用して屋上まで搬送する。   A procedure for installing the gantry 1 formed as described above on the roof of a building will be described. First, the short-side truss structure 20, the end truss structure 31, the connecting truss structure 32, the connecting truss structure 50, and other parts assembled in advance in the factory are transported to the roof using an elevator or stairs. .

次に、ビルの屋上にて、一対の端部トラス構造体31の固定側端部と端部付近の2箇所に短側トラス構造体20を連結し、他端側部と略中央部付近の2箇所に繋ぎトラス構造体50を連結して、架台1を構成する一方の端部体40を組み立てる。同様にして他方の端部体40を組み立てる。   Next, on the roof of the building, the short-side truss structure 20 is connected to two locations near the fixed-side end and the end of the pair of end-truss structures 31, and the other-end side and the vicinity of the central portion. The connecting truss structure 50 is connected to two locations, and one end body 40 constituting the gantry 1 is assembled. Similarly, the other end body 40 is assembled.

次に、一対の端部体40の間に、連結トラス構造体32を配置して、端部トラス構造体31と連結トラス構造体32のそれぞれの上部梁材33同士及び下部梁材34同士を連結部材39を介して連結し、架台1の組み立て作業が終了する。なお、長側トラス構造体30を組み立てた後に、端部トラス構造体31に繋ぎトラス構造体50を連結すると共に、短側トラス構造体20を連結してもよい。   Next, the connecting truss structure 32 is disposed between the pair of end bodies 40, and the upper beam members 33 and the lower beam members 34 of the end truss structure 31 and the connecting truss structure 32 are connected to each other. It connects via the connection member 39, and the assembly operation | work of the mount frame 1 is complete | finished. In addition, after assembling the long side truss structure 30, the end truss structure 31 may be connected to connect the truss structure 50 and the short truss structure 20 may be connected.

このように組み立てられた架台1の短側トラス構造体20を架台設置台8に載せて、予め架台設置台8に埋設されたアンカーボルト80と短側トラス構造体20の支持部材22とを連結することによって、架台1を架台設置台8に固定することができる。   The short truss structure 20 of the gantry 1 assembled in this way is placed on the gantry installation base 8 and the anchor bolts 80 embedded in the gantry installation base 8 in advance are connected to the support member 22 of the short truss structure 20. By doing so, the gantry 1 can be fixed to the gantry installation base 8.

そして、このように組み立てられて架台設置台8に固定された架台1の上部に、電話中継基地用函体9を固定することによって、電話中継基地用函体9をビルの屋上に設置することができる(図1参照)。   Then, the telephone relay base box 9 is installed on the roof of the building by fixing the telephone relay base box 9 to the upper part of the base 1 assembled and fixed to the base installation base 8 in this way. (See FIG. 1).

<第2実施形態>
次に、この発明の第2実施形態を、図8及び図9に基いて説明する。図8は、この発明に係る架台の第2実施形態を示す斜視図、図9は、この発明に係る架台の固定状態を示す拡大斜視図である。
Second Embodiment
Next, a second embodiment of the present invention will be described with reference to FIGS. FIG. 8 is a perspective view showing a second embodiment of the gantry according to the present invention, and FIG. 9 is an enlarged perspective view showing a fixed state of the gantry according to the present invention.

第2実施形態は、架台1Aの設置高さを低くして、安定性の向上を図れるようにした場合である。   The second embodiment is a case where the installation height of the gantry 1A is lowered so that the stability can be improved.

第2実施形態において、架台1Aは、図8に示すように、対向する複数(この場合2個)の短側トラス構造体20Aと、短側トラス構造体20Aの端部同士を連結する一対の長側トラス構造体30Aと、対向する長側トラス構造体30Aを連結する複数(この場合2個)の繋ぎトラス構造体50と、長側トラス構造体30Aの端部に連結される架台支持部材60とをボルト・ナット7によって矩形枠状に連結して構成されている。   In the second embodiment, as shown in FIG. 8, the gantry 1 </ b> A has a pair of opposing (in this case, two) short-side truss structures 20 </ b> A and a pair of ends that connect the ends of the short-side truss structures 20 </ b> A. Long truss structure 30A, a plurality (two in this case) of connecting truss structures 50 that connect the opposing long truss structures 30A, and a gantry support member that is connected to the end of the long truss structure 30A 60 and 60 are connected in a rectangular frame shape by bolts and nuts 7.

上記架台支持部材60は、図9及び図10に示すように、一対の断面コ字状のアルミニウム合金製形材によって形成されており、一端が長側トラス構造体30Aの下部梁材34に沿って延在し連結される連結部61と、この連結部61から上部外方に向かって折曲する折曲部62と、この折曲部62から長側トラス構造体30の上部梁材33に沿って折曲して延在する固定部63とでクランク状に形成されている。この場合、架台支持部材60は、対向して端部トラス構造体31Aの上部梁材33及び下部梁材34を形成するアングル材37の垂直片37cに連結される連結片60aと、この連結片60aの両端から直角に折曲されてアングル材37の水平片37b又は架台設置台8の上面に固定される水平片60bとで形成されている。なお、この場合、連結部61と折曲部62及び折曲部62と固定部63とは、例えば溶接によって接合されて形成されている。   As shown in FIGS. 9 and 10, the gantry support member 60 is formed of a pair of U-shaped aluminum alloy shaped members, and one end extends along the lower beam member 34 of the long truss structure 30 </ b> A. A connecting portion 61 that extends and is connected, a bent portion 62 that bends outward from the connecting portion 61, and an upper beam member 33 of the long truss structure 30 from the bent portion 62. It is formed in a crank shape with a fixed portion 63 that is bent along and extends. In this case, the gantry support member 60 includes a connecting piece 60a that is connected to the vertical piece 37c of the angle member 37 that forms the upper beam member 33 and the lower beam member 34 of the end truss structure 31A, and the connecting piece. It is formed of a horizontal piece 37b of the angle member 37 or a horizontal piece 60b fixed to the upper surface of the gantry mounting base 8 by being bent at right angles from both ends of 60a. In this case, the connecting portion 61 and the bent portion 62 and the bent portion 62 and the fixing portion 63 are formed by, for example, welding.

このように形成された架台支持部材60は、連結部61及び固定部63の連結片60aによって、それぞれ上部梁材33と下部梁材34のアングル材37の垂直片37cを挟持すると共に、連結部61及び固定部63の一方の水平片60bを、それぞれ上部梁材33と下部梁材34のアングル材37の水平片37bに当接させた状態で、ボルト・ナット7Bによって固定される。この場合、上部梁材33の端部すなわち架台支持部材60の固定部63の取付位置には、一対のアングル材37の垂直片37c間にスペーサ64が介在されている。なお、スペーサ64は、斜材35及び垂直材36と同一の断面形状を有するアルミニウム合金製押出形材の中空パイプ部材にて形成されている。また、スペーサ64の中空部内には、丸鋼製のカラー90が貫通されると共に、カラー90が一対のアングル材37間に介在され、そして、カラー90に貫挿されるボルト・ナット7を締結することによって固定される(図10(b)参照)。このようにカラー90を用いることにより、スペーサ64が潰れたり変形するのを防止することができ、架台1を堅牢にすることができる。   The gantry support member 60 formed in this manner sandwiches the vertical pieces 37c of the angle members 37 of the upper beam member 33 and the lower beam member 34 by the connecting pieces 60a of the connecting portion 61 and the fixing portion 63, respectively. 61 and one horizontal piece 60b of the fixing portion 63 are fixed by bolts and nuts 7B in a state where the horizontal pieces 60b are in contact with the horizontal pieces 37b of the angle members 37 of the upper beam member 33 and the lower beam member 34, respectively. In this case, a spacer 64 is interposed between the vertical pieces 37 c of the pair of angle members 37 at the end of the upper beam member 33, that is, the attachment position of the fixing portion 63 of the gantry support member 60. The spacer 64 is formed of a hollow pipe member made of an aluminum alloy and having the same cross-sectional shape as the diagonal member 35 and the vertical member 36. Further, a round steel collar 90 is passed through the hollow portion of the spacer 64, the collar 90 is interposed between the pair of angle members 37, and the bolts and nuts 7 inserted through the collar 90 are fastened. (See FIG. 10B). By using the collar 90 in this way, the spacer 64 can be prevented from being crushed or deformed, and the gantry 1 can be made robust.

このように形成された架台支持部材60は、固定部63の水平片60bを架台設置台8の上面に設置して、アンカーボルト80によって固定されるので、架台1Aとビルの屋上との高さを低くすることができ、架台1Aの安定性の向上を図ることができる。また、架台1Aの上部に設置された電話中継基地用函体9の操作を容易に行うことができる。   Since the gantry support member 60 formed in this way is installed on the upper surface of the gantry installation table 8 with the horizontal piece 60b of the fixing portion 63 and fixed by the anchor bolts 80, the height between the gantry 1A and the rooftop of the building The stability of the gantry 1A can be improved. Further, the telephone relay base box 9 installed on the upper part of the gantry 1A can be easily operated.

第2実施形態において、短側トラス構造体20Aは、長側トラス構造体30Aの上部に連結される上部水平繋ぎ材21と、長側トラス構造体30Aの下部に連結される下部水平繋ぎ材51と、上部水平繋ぎ材21と下部水平繋ぎ材51に亘って斜めに連結される複数(この場合4本)の支持点補強材23とをボルト・ナット7によって連結している。   In the second embodiment, the short-side truss structure 20A includes an upper horizontal connecting member 21 connected to the upper portion of the long-side truss structure 30A and a lower horizontal connecting member 51 connected to the lower portion of the long-side truss structure 30A. A plurality of (four in this case) support point reinforcing members 23 connected obliquely across the upper horizontal connecting member 21 and the lower horizontal connecting member 51 are connected by bolts and nuts 7.

また、上記端部トラス構造体31Aは、上部梁材33が下部梁材34より長く形成されており、下部梁材34の端部に短側トラス構造体20Aの下部水平繋ぎ材51が連結されている。   In the end truss structure 31A, the upper beam member 33 is formed longer than the lower beam member 34, and the lower horizontal connecting member 51 of the short truss structure 20A is connected to the end of the lower beam member 34. ing.

上記のように形成された短側トラス構造体20Aと端部トラス構造体31A及び繋ぎトラス構造体50を、図8に示すように、端部トラス構造体31Aの一端すなわち屋上の架台設置台8への固定側の端部に短側トラス構造体20Aを連結し、他端部に繋ぎトラス構造体50を連結することによって架台1の端部体40Aを構成する。   As shown in FIG. 8, the short-side truss structure 20A, the end truss structure 31A, and the connecting truss structure 50 formed as described above are connected to one end of the end truss structure 31A, that is, the roof mounting table 8 as shown in FIG. The end side body 40A of the gantry 1 is configured by connecting the short-side truss structure 20A to the end portion on the fixed side and connecting the truss structure body 50 to the other end portion.

第2実施形態において、その他の部分は上記第1実施形態と同じに形成されているので、同一部分には同一符号を付して説明は省略する。   In the second embodiment, the other parts are formed in the same manner as in the first embodiment, so the same parts are denoted by the same reference numerals and description thereof is omitted.

なお、上記第2実施形態においては、長側トラス構造体30Aの端部に架台支持部材60を延在する場合について説明したが、短側トラス構造体20Aの端部に同様に架台支持部材60を延在してもよい。   In the second embodiment, the case where the gantry support member 60 extends to the end portion of the long truss structure 30A has been described. However, the gantry support member 60 is similarly applied to the end portion of the short truss structure 20A. May be extended.

この発明に係る架台の使用状態を示す概略斜視図である。It is a schematic perspective view which shows the use condition of the mount based on this invention. この発明に係る架台の第1実施形態を示す斜視図である。1 is a perspective view showing a first embodiment of a gantry according to the present invention. 上記架台の分割状態を示す分解側面図である。It is a disassembled side view which shows the division | segmentation state of the said mount frame. 上記架台の端部体を示す拡大斜視図である。It is an expansion perspective view which shows the edge part body of the said mount. 上記架台の連結トラス構造体を示す拡大斜視図(a)及び(a)の連結構造を示す分解斜視図(b)である。It is the expansion perspective view (b) which shows the connection perspective structure of the expansion perspective view (a) and (a) which shows the connection truss structure body of the said mount frame. この発明における長側トラス構造体を構成するアングル材と斜材及び垂直材の固定状態を示す拡大断面図である。It is an expanded sectional view which shows the fixed state of the angle material, diagonal material, and vertical material which comprise the long side truss structure in this invention. 上記架台の端部材と中央部材との連結部を示す拡大斜視図である。It is an expansion perspective view which shows the connection part of the end member of the said mount frame, and a center member. この発明に係る架台の第2実施形態を示す斜視図である。It is a perspective view which shows 2nd Embodiment of the mount frame which concerns on this invention. 上記架台の架台支持部材を示す拡大斜視図である。It is an expansion perspective view which shows the mount support member of the said mount. 上記架台の連結状態を示す拡大側面図(a)及び(a)のI−I線に沿う拡大断面図(b)である。It is an expanded sectional view (b) which follows the II side line of the enlarged side view (a) and (a) which shows the connection state of the said mount frame.

符号の説明Explanation of symbols

1,1A 架台
7 ボルト・ナット(固定部材)
8 架台設置台
20,20A 短側トラス構造体
30,30A 長側トラス構造体
31,31A 端部トラス構造体
32 連結トラス構造体
33 上部梁材
34 下部梁材
35 斜材
36 垂直材
37 アングル材
38 取付孔
39 連結部材
50 繋ぎトラス構造体
60 架台支持部材
80 アンカーボルト
90 カラー
1,1A Mount 7 Bolt / Nut (fixing member)
8 Mounting base 20, 20A Short truss structure 30, 30A Long truss structure 31, 31A End truss structure 32 Connecting truss structure 33 Upper beam member 34 Lower beam member 35 Diagonal member 36 Vertical member 37 Angle member 38 Mounting hole 39 Connecting member 50 Connecting truss structure 60 Mounting support member 80 Anchor bolt 90 Collar

Claims (7)

函体を固定支持するための架台であって、
複数のアルミニウム合金製形材を連結した複数のトラス構造体からなり、
対向する短側トラス構造体と、上記短側トラス構造体の端部同士を連結する長側トラス構造体と、対向する上記長側トラス構造体を連結する繋ぎトラス構造体とを矩形枠状に形成してなる、ことを特徴とする架台。
A frame for fixing and supporting the box,
Consists of multiple truss structures connecting multiple aluminum alloy profiles,
The opposing short-side truss structure, the long-side truss structure that connects the ends of the short-side truss structure, and the connecting truss structure that connects the opposing long-side truss structure in a rectangular frame shape A gantry characterized by being formed.
請求項1記載の架台において、
上記長側トラス構造体を、上方に位置する上部梁材と、下方に位置する下部梁材と、上記上部梁材と下部梁材に亘って斜めに連結される複数の斜材と、上記上部梁材と下部梁材に亘って垂直に連結される複数の垂直材とで構成してなる、ことを特徴とする架台。
The gantry according to claim 1,
The long-side truss structure includes an upper beam member positioned above, a lower beam member positioned below, a plurality of diagonal members connected obliquely across the upper beam member and the lower beam member, and the upper portion A gantry comprising a beam member and a plurality of vertical members connected vertically across the lower beam member.
請求項2記載の架台において、
上記上部梁材及び下部梁材を一対のアングル材にて形成し、上記斜材及び垂直材を、それぞれ断面中空パイプ部材にて形成すると共に、その長手方向両端に取付孔を穿設し、斜材及び垂直材の両端をそれぞれ一対のアングル材によって挟持すると共に、固定部材によって固定してなる、ことを特徴とする架台。
The gantry according to claim 2,
The upper beam member and the lower beam member are formed by a pair of angle members, and the diagonal member and the vertical member are respectively formed by a cross-section hollow pipe member, and attachment holes are drilled at both ends in the longitudinal direction. A gantry characterized in that both ends of a material and a vertical material are sandwiched by a pair of angle members and fixed by a fixing member.
請求項3記載の架台において、
上記斜材及び垂直材にカラーを貫通すると共に、カラーを一対のアングル材間に介在させ、固定部材を上記カラーに貫挿固定してなる、ことを特徴とする架台。
The gantry according to claim 3,
A pedestal formed by penetrating the collar and the vertical member through the collar, interposing the collar between a pair of angle members, and fixing and fixing the fixing member to the collar.
請求項1ないし4のいずれかに記載の架台において、
上記長側トラス構造体を、短側トラス構造体に連結される端部トラス構造体と、連結トラス構造体とで構成し、端部トラス構造体と連結トラス構造体とを連結部材を介して連結・分解可能に形成してなる、ことを特徴とする架台。
The gantry according to any one of claims 1 to 4,
The long truss structure is composed of an end truss structure connected to the short truss structure and a connecting truss structure, and the end truss structure and the connecting truss structure are connected via a connecting member. A gantry characterized in that it can be connected and disassembled.
請求項1ないし5のいずれかに記載の架台において、
上記短側トラス構造体を複数形成し、短側トラス構造体をアンカーボルトによって設置台の上面に設置可能に形成してなる、ことを特徴とする架台。
The gantry according to any one of claims 1 to 5,
A gantry comprising a plurality of the short-side truss structures, wherein the short-side truss structures are formed on an upper surface of the installation table by anchor bolts.
請求項1ないし5のいずれかに記載の架台において、
上記長側トラス構造体又は短側トラス構造体の端部側上部に、架台設置台の上面に設置可能な架台支持部材を延在してなる、ことを特徴とする架台。
The gantry according to any one of claims 1 to 5,
A gantry comprising a gantry support member that can be installed on the upper surface of the gantry installation table on the upper end side of the long-side truss structure or the short-side truss structure.
JP2005250680A 2005-08-31 2005-08-31 Pedestal Pending JP2007064344A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113339629A (en) * 2021-05-27 2021-09-03 浙江恒翔神工真空科技有限公司 Heat-preservation shockproof screw vacuum pump

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62110195A (en) * 1985-11-08 1987-05-21 三菱重工業株式会社 Method of processing radioactive concentrated waste liquor
JPH1162244A (en) * 1997-08-25 1999-03-05 Shimizu Corp Skeleton construction frame, and method using the same

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62110195A (en) * 1985-11-08 1987-05-21 三菱重工業株式会社 Method of processing radioactive concentrated waste liquor
JPH1162244A (en) * 1997-08-25 1999-03-05 Shimizu Corp Skeleton construction frame, and method using the same

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113339629A (en) * 2021-05-27 2021-09-03 浙江恒翔神工真空科技有限公司 Heat-preservation shockproof screw vacuum pump

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