JP7179277B2 - Fixed support leg for piping - Google Patents

Fixed support leg for piping Download PDF

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JP7179277B2
JP7179277B2 JP2018037480A JP2018037480A JP7179277B2 JP 7179277 B2 JP7179277 B2 JP 7179277B2 JP 2018037480 A JP2018037480 A JP 2018037480A JP 2018037480 A JP2018037480 A JP 2018037480A JP 7179277 B2 JP7179277 B2 JP 7179277B2
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pair
bolts
piping
fixed support
support leg
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JP2019152265A (en
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幹雄 高野
昇志 岡室
徳治 来栖
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Minato Seiki Iron Works Co., Ltd.
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Minato Seiki Iron Works Co., Ltd.
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Description

この発明は配管用固定型支持脚に関し、特に、押えコンクリートに対応した配管用固定型支持脚に関する。 TECHNICAL FIELD The present invention relates to a fixed support leg for piping, and more particularly to a fixed support leg for piping that is compatible with pressing concrete.

従来の配管用固定型支持脚の一例としての配管架台が、例えば、特開平11-132361号公報(特許文献1)に開示されている。特許文献1によれば、互いに隣り合う配管カバー同士の間に配管架台を設置する。配管架台を一対の脚部材と、脚部材)同士を連結する連結部材及びカバー部材より構成する。空調用ダクトを流用した配管カバーのフランジを脚部材及びカバー部材に接続する。それによって、屋上に延設される冷媒配管を保護する配管カバーを支持する配管架台を改良し、配管カバー設備の設計の簡略化及び配管カバーの設置作業性の向上を図り、これによってコストを削減すると共に工事の短期化を可能にしている。 A pipe stand as an example of conventional fixed-type support legs for pipes is disclosed in, for example, Japanese Patent Application Laid-Open No. 11-132361 (Patent Document 1). According to Patent Literature 1, a pipe frame is installed between pipe covers that are adjacent to each other. A pipe frame is composed of a pair of leg members, a connecting member that connects the leg members, and a cover member. The flange of the pipe cover that uses the air conditioning duct is connected to the leg member and the cover member. As a result, we have improved the pipe stand that supports the pipe cover that protects the refrigerant pipes that extend to the roof, simplified the design of the pipe cover equipment, and improved the installation workability of the pipe cover, thereby reducing costs. At the same time, it makes it possible to shorten the construction period.

特開平11-132361号公報(要約等)Japanese Patent Application Laid-Open No. 11-132361 (abstract, etc.)

従来の配管用固定型支持脚は上記のように構成されていた。このような構成では、一般に、一対の支持脚は固定脚を介して屋上等の部分に設置され、防水層が固定脚の下に張られるために、防水の更新のときに、固定脚の一時移動と、復旧工事とを別途行う必要があり、費用がかさむ。なお、防水層を固定脚の下に張らず、固定脚に防水層端部を突き付けて納める方法は、防水性能の信頼性に劣るため、推奨されない。また、一対の支持脚をコンクリートブロックで支持することも考えられるが、重量が増えるため、好ましくない。 A conventional fixed support leg for piping is configured as described above. In such a configuration, a pair of supporting legs are generally installed on a roof or the like via fixed legs, and the waterproof layer is stretched under the fixed legs, so that when the waterproofing is renewed, the fixed legs are temporarily suspended. It is necessary to carry out the movement and the restoration work separately, which increases the cost. It should be noted that the method in which the waterproof layer is not stretched under the fixed leg and the end of the waterproof layer is pushed against the fixed leg is not recommended because the reliability of the waterproof performance is inferior. It is also conceivable to support the pair of supporting legs with concrete blocks, but this is not preferable because the weight increases.

この発明は上記のような問題点を解消するためになされたもので、軽量化が図られ、防水更新においても余分な費用がかからずより確実な防水が可能な、配管用固定型支持脚を提供することを目的とする。 The present invention has been made to solve the above-mentioned problems, and is a fixed support leg for piping that is lightweight, does not require extra costs for waterproofing renewal, and is capable of more reliable waterproofing. intended to provide

この発明に係る、配管用固定型支持脚は、外部に設けられた設置部に固定される。配管用固定型支持脚は、配管を裁置する横架材を保持する一対のボルトを含み、一対のボルトはアンカーボルトを用いて現場施工で据付けられ、設置部から立ち上がるように設けられ、一対のボルトの設置部からの立ち上がり部の周囲には、防水構造が設けられる。 A fixed support leg for piping according to the present invention is fixed to an installation portion provided outside. The fixed type support leg for piping includes a pair of bolts that hold a horizontal member on which the pipe is placed. A waterproof structure is provided around the rising portion from the installation portion of the bolt.

好ましくは、設置部から突出して設置可能な一対の連結材を含み、一対の連結材は、アンカーボルトを用いて現場施工で据付けられ、一対のボルトは、連結材に設けられる。 Preferably, it includes a pair of connecting members that can be installed so as to protrude from the installation portion, the pair of connecting members are installed by on-site construction using anchor bolts, and the pair of bolts are provided on the connecting members.

さらに好ましくは、横架材は矩形状の鉛直面を有し、鉛直面の鉛直方向の上端部にフランジ部を有し、上端部のフランジ部にボルトが貫通する。 More preferably, the horizontal member has a rectangular vertical surface, a flange portion at the upper end portion of the vertical surface in the vertical direction, and the bolt penetrates the flange portion at the upper end portion.

横架材は矩形状の鉛直面を有し、鉛直面の鉛直方向の下端部にフランジ部を有し、下端部のフランジ部に一対のボルトが貫通してもよい。 The horizontal member may have a rectangular vertical surface, a flange portion at the lower end portion of the vertical surface in the vertical direction, and a pair of bolts passing through the flange portion at the lower end portion.

ボルトは全ねじボルトであるのが好ましい。 Preferably the bolt is a fully threaded bolt.

この発明にかかる配管用固定型支持脚はコンクリートブロックを使用しない。また、配管を支持するための横架材を保持する一対のボルトはアンカーボルトを用いて現場施工で据付けられ、設置部から立ち上がるため、ボルトの周囲に防水施工が可能になる。 The fixed support legs for piping according to the present invention do not use concrete blocks. In addition, the pair of bolts that hold the horizontal members for supporting the pipes are installed on-site using anchor bolts, and since they stand up from the installation part, waterproofing work can be done around the bolts.

その結果、軽量化が図られ、工事が簡単で、防水更新においても費用がかからずより確実な防水が可能な、配管用固定型支持脚を提供できる。 As a result, it is possible to provide a fixed support leg for piping that is light in weight, easy to construct, inexpensive to renew waterproofing, and capable of more reliable waterproofing.

この発明の一実施の形態に係る配管用固定型支持脚の斜視図である。1 is a perspective view of a fixed support leg for piping according to one embodiment of the present invention; FIG. 配管用固定型支持脚の正面図および側面図である。FIG. 4A is a front view and a side view of a fixed support leg for piping; 配管用固定型支持脚を例えば、屋上のような、設置部に設置した場合の斜視図である。Fig. 2 is a perspective view of the fixed support leg for piping installed in an installation portion such as a roof; 設置部に載置された連結材の防水構造を示す断面図である。It is a sectional view showing the waterproof structure of the connection material placed in the installation part. 横架材の他の実施の形態を示す図である。FIG. 10 is a diagram showing another embodiment of the horizontal member; アンカーの他の実施の形態を示す図である。FIG. 11 shows another embodiment of an anchor; 防水施工の他の実施の形態を示す図である。It is a figure which shows other embodiment of waterproofing construction. 横架材の他の実施の形態を示す図である。FIG. 10 is a diagram showing another embodiment of the horizontal member;

以下、この発明の実施の形態について図面を参照して説明する。図1は、この発明の1実施の形態に係る配管用固定型支持脚の斜視図であり、図2(A)は正面図であり、図2(B)は、図2(A)において、矢印IIB-IIBで示す側面図であり、図3は、配管用固定型支持脚を例えば、屋上のような、設置部30に設置した場合の配管用固定型支持脚10の設置状態を示す斜視図であり、図4は、その部分の防水構造を示す断面図である。 BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described below with reference to the drawings. 1 is a perspective view of a fixed support leg for piping according to one embodiment of the present invention, FIG. 2(A) is a front view, and FIG. FIG. 3 is a side view indicated by arrows IIB-IIB, and FIG. 3 is a perspective view showing an installation state of the fixed pipe support leg 10 when the fixed pipe support leg is installed in an installation section 30 such as a rooftop. FIG. 4 is a cross-sectional view showing the waterproof structure of that portion.

図1~図3を参照して、この実施の形態に係る配管用固定型支持脚10は、屋上のような、設置部30に連結するための設置部30に設けられた一対の連結材11a,11bと、それぞれの連結材11a,11bの上端に設けられ、鉛直方向に伸びるボルト12a,12bと、ボルト12a,12bに固定され、配管を裁置する横架材13と、を含む。連結材11a,11bは円筒状であり、雄ねじ型アンカーボルトで設置部30に固定される。ボルト12a,12bと連結材11a,11bとは、一体的に設けられる。なお、連結材11a,11bの長さは少なくとも50mm以上が好ましい。 1 to 3, a fixed pipe support leg 10 according to this embodiment includes a pair of connecting members 11a provided on an installation portion 30 for connection to an installation portion 30, such as a rooftop. , 11b, bolts 12a and 12b provided at the upper ends of the connecting members 11a and 11b and extending in the vertical direction, and a horizontal member 13 fixed to the bolts 12a and 12b for placing the pipes. The connecting members 11a and 11b are cylindrical and fixed to the installation portion 30 with male threaded anchor bolts. The bolts 12a, 12b and the connecting members 11a, 11b are integrally provided. The length of the connecting members 11a and 11b is preferably at least 50 mm or longer.

横架材13は、幅方向に長い矩形状の鉛直面13bを有し、上下端にフランジ部13a,13cを有する、断面が「コ」の字状の金属製の板材である。矩形状の鉛直面13bの幅方向の両端部の近傍の上下端のフランジ部13a,13cにそれぞれ一対の切欠き孔14a,14bおよび14c,14dが設けられ、そこを、ボルト12a,12bが貫通する。ボルト12a,12bには、上下端のフランジ部13a,13cを高さ方向に位置決めするために、上端のフランジ部13aを挟むナット15a,15b、および、15c,15dが設けられ、下端のフランジ部13cを挟むナット16a,16b、および、16c,16dが設けられている。 The horizontal member 13 is a metal plate member having a U-shaped cross section, having a rectangular vertical surface 13b elongated in the width direction and flange portions 13a and 13c at the upper and lower ends. A pair of notch holes 14a, 14b and 14c, 14d are provided in the upper and lower flange portions 13a, 13c near both ends in the width direction of the rectangular vertical surface 13b, through which the bolts 12a, 12b pass. do. The bolts 12a and 12b are provided with nuts 15a and 15b and nuts 15c and 15d for sandwiching the upper and lower flanges 13a and 13c in order to position the upper and lower flanges 13a and 13c in the height direction. Nuts 16a, 16b and 16c, 16d are provided to sandwich 13c.

ここで、ボルト12a、12bは全ねじボルトとして示しているが、必要な位置決め箇所のみにねじ山を設けてもよい。 Although the bolts 12a and 12b are shown here as fully threaded bolts, threads may be provided only at necessary positioning locations.

また、切欠き孔は設けなくてもよい。 Also, the notch hole may not be provided.

横架材13の縦方向の位置を調整するときは、これらのナット15a~15d、および、16a~16dの位置を調整する。 When adjusting the vertical position of the horizontal member 13, the positions of these nuts 15a to 15d and 16a to 16d are adjusted.

上端のフランジ部13bには、一対の幅方向に細長い貫通孔17a,17bが設けられ、その貫通孔17a,17bを介して、U字状のボルト26を取付け、横架材13の上に、配管25を裁置する。なお、ここでは、配管25および、それを固定するためのU字状のボルト26およびナット27a,27bを一点鎖線で示している。 A pair of elongated through-holes 17a and 17b are provided in the flange portion 13b at the upper end. A pipe 25 is installed. Here, the pipe 25 and the U-shaped bolt 26 and nuts 27a and 27b for fixing it are indicated by dashed lines.

ここで、配管25および、それを固定するためのU字状のボルト26およびナット27a,27bを固定するためのU字状のボルト26およびナット27a,27bを取り付ける貫通孔17a,17bは、図に示すように長穴であるため、予めU字状のボルト26の位置に合わせた位置に貫通孔を設ける必要はない。また、U字状のボルト26等を固定するための一定の間隔の長穴が開いた汎用のアングル材を用いる場合は、それを現場作業で準備する必要があるが、そのようなことも不要で、配管等の取付の施工が容易になる。 Here, the through holes 17a and 17b for attaching the U-shaped bolt 26 and the nuts 27a and 27b for fixing the pipe 25, the U-shaped bolt 26 for fixing it, and the nuts 27a and 27b are shown in FIG. 2, there is no need to provide a through-hole at a position aligned with the position of the U-shaped bolt 26 in advance. Also, when using a general-purpose angle material with elongated holes at regular intervals for fixing the U-shaped bolts 26, etc., it is necessary to prepare it at the site, but such a thing is unnecessary. Therefore, installation of piping and the like becomes easy.

さらに、ここで取り付けられる配管を、主に集合住宅で採用される通気管に限定すれば、長穴の幅方向の寸法をさらに限定可能になる。 Furthermore, if the pipes to be attached here are limited to ventilation pipes that are mainly used in housing complexes, it becomes possible to further limit the widthwise dimension of the elongated holes.

また、貫通孔17a,17bは、上下端のフランジ部13a,13cの配管を支持する方向の中央よりも、鉛直面13b側に設けるのが好ましい。これは、ナット27a,27bを締めたとき、貫通孔17a,17bが鉛直面13bに近いほどフランジ部13a,13bの反りが小さいからである。 Moreover, the through holes 17a and 17b are preferably provided on the vertical surface 13b side rather than the center of the piping support direction of the flange portions 13a and 13c at the upper and lower ends. This is because when the nuts 27a and 27b are tightened, the warp of the flange portions 13a and 13b decreases as the through holes 17a and 17b are closer to the vertical surface 13b.

図3に示すように、連結材11は、後に説明するように、アンカーボルトに固定されるため、円筒状の連結材11をスパナ等で回転させるための切欠き部を、その円周方向に180度の間隔を開けて設けている。なお、この切欠き部の位置および形状は任意である。 As shown in FIG. 3, the connecting member 11 is fixed to an anchor bolt as will be described later. They are provided at intervals of 180 degrees. In addition, the position and shape of this notch part are arbitrary.

なお、横架材13を、断面が「コ」の字状の金属製の板材の代わりに、上下に間隔を開けて配置した一対のアングルを、それぞれの一方の面が1つの面を構成するようにボルト12a,12bに配置して横架材を構成してもよい。この場合、一対のアングル間の距離が離れる場合は、横架材の強度を増すために、筋交いを設けてもよい。そのような場合の図2に対応する図を図7に示す。 Instead of the horizontal member 13 being a metal plate having a U-shaped cross section, a pair of angles arranged vertically with a gap therebetween is used, and one surface of each angle constitutes one surface. A horizontal member may be configured by arranging the bolts 12a and 12b as shown. In this case, if the distance between a pair of angles is large, braces may be provided to increase the strength of the cross members. FIG. 7 shows a diagram corresponding to FIG. 2 in such a case.

次に、設置部の防水構造について、図4を参照して説明する。図4を参照して、連結材11a,11bは、設置部30に現場施工できる雄ねじ型アンカーボルトで固定される。設置部30には防水施工がされるが、連結材11が円筒状で、設置部30から立ち上がっているため、その周囲に防水部31立ち上げることができる。ここでは、防水部31は、防水シート32とその下に設けられた鋼板33とを含み、連結材11の周囲を囲む防水シート32を用いて防水が施工される。 Next, the waterproof structure of the installation portion will be described with reference to FIG. Referring to FIG. 4, connecting members 11a and 11b are fixed to installation portion 30 by externally threaded anchor bolts that can be installed on site. The installation part 30 is waterproofed, but since the connecting member 11 is cylindrical and stands up from the installation part 30, the waterproof part 31 can be raised around it. Here, the waterproof part 31 includes a waterproof sheet 32 and a steel plate 33 provided thereunder, and waterproofing is performed using the waterproof sheet 32 surrounding the connection member 11 .

防水の仕様によっては、鋼板33が省略されることもある。 The steel plate 33 may be omitted depending on the waterproof specifications.

なお、連結材11a,11bの防水シート32の上端部近傍は、ステンレスバンド34で防水シート32を連結材11a,11bにしっかりと固定することもある。また、連結材11a,11bの上端部には、ボルト12が埋め込まれ、そのボルトの位置を固定するために、ナット12cが設けられる。 Incidentally, in the vicinity of the upper end of the waterproof sheet 32 of the connecting members 11a and 11b, the waterproof sheet 32 may be firmly fixed to the connecting members 11a and 11b with a stainless steel band . A bolt 12 is embedded in the upper ends of the connecting members 11a and 11b, and a nut 12c is provided to fix the position of the bolt.

ナット12cと連結材11の上端部の間には、連結材11の上端部より径の大きい笠36が設けられ、笠36の下部の外周には、防水シート31の上端部を覆うようにシール材35が設けられ、雨等が連結材11の外周と防水シート31との間に入り込まないようにしている。 Between the nut 12c and the upper end of the connecting member 11, a shed 36 having a diameter larger than that of the upper end of the connecting member 11 is provided. A member 35 is provided to prevent rain or the like from entering between the outer periphery of the connecting member 11 and the waterproof sheet 31. - 特許庁

なお、鋼板33は固定ねじ41,42で設置部30に固定されてもよい。 Note that the steel plate 33 may be fixed to the installation portion 30 with fixing screws 41 and 42 .

以上のように、この実施の形態においては、配管の裁置のために、コンクリートブロックを使用しない。したがって、軽量化が図られる、また、連結材はアンカーボルトを用いて現場施工で据付けられ、設置部から立ち上がるため、その周囲に防水層を立ち上げることができる。 As described above, in this embodiment, concrete blocks are not used for laying pipes. Therefore, it is possible to reduce the weight, and since the connecting member is installed on site using anchor bolts and rises from the installation portion, a waterproof layer can be raised around it.

その結果、軽量化が図られ、工事が簡単で、防水更新においても費用がかからずより確実な防水が可能である。 As a result, the weight can be reduced, the construction work can be simplified, and the waterproofing can be renewed without cost and more reliable waterproofing can be achieved.

次に、横架材の他の実施の形態について説明する。図5(A),(B)は、図1に示した横架材の他の実施の形態を示す図である。図5(A),(B)は、先の実施の形態の図1(A)、(B)に対応する。図5を参照して、この実施の形態では、横架材を2枚のL形の鋼板20,21をその横方向への突出部20b,21bが上下の両端部で同じ方向を向くように配置し、それらを上下方向の中央部の両端で位置決めボルトナット18a,18bで連結して構成している。 Next, another embodiment of the horizontal member will be described. 5A and 5B are diagrams showing another embodiment of the horizontal member shown in FIG. 1. FIG. 5A and 5B correspond to FIGS. 1A and 1B of the previous embodiment. Referring to FIG. 5, in this embodiment, two L-shaped steel plates 20 and 21 are used as horizontal members so that their lateral projections 20b and 21b face the same direction at both upper and lower ends. They are arranged and connected by positioning bolts and nuts 18a and 18b at both ends of the central portion in the vertical direction.

図5に示すように、2枚のL形の鋼板20,21はそれぞれの幅方向の両端部近傍に上下方向に伸びる一対の溝22a,22b、および、23a,23bを設け、それによって、上下の突出部20b,21b間の間隔が調整できるようになっている。 As shown in FIG. 5, two L-shaped steel plates 20 and 21 are provided with a pair of grooves 22a and 22b and 23a and 23b extending in the vertical direction near both ends in the width direction. The distance between the protruding portions 20b and 21b can be adjusted.

これらの点以外は、先の実施の形態と同様であるので、先の実施の形態と同一、または、同様の該当箇所に同一符号を付して、その説明を省略する。 Other than these points, it is the same as the previous embodiment, so the same reference numerals are given to the same or similar portions as in the previous embodiment, and the description thereof will be omitted.

次に、アンカーボルトの他の実施の形態について説明する。図6は、アンカーボルトの他の実施の形態としての、雌ねじ型アンカー28を示す断面図である。図6を参照して、ここでは、例えばコンクリート製の設置部30の表面に雌ねじ型アンカー28を設ける。このアンカー28は内側に雌ねじ部を有し、その中に、ボルト12をねじ込むことができる。この場合は、連結部11を省略できるため、より構成が簡単になる。 Next, another embodiment of the anchor bolt will be described. FIG. 6 is a cross-sectional view showing a female threaded anchor 28 as another embodiment of the anchor bolt. Referring to FIG. 6, here, a female threaded anchor 28 is provided on the surface of an installation portion 30 made of concrete, for example. This anchor 28 has an internal thread into which the bolt 12 can be screwed. In this case, the connecting portion 11 can be omitted, so the configuration becomes simpler.

この実施の形態における防水施工について説明する。図7は、この実施の形態における防水施工の状態(図7(A))と、同様の防水施工を、図4に示した構成に適用した場合の防水施工の状態(7(B))と、を示す図4に対応する断面図である。 Waterproof construction in this embodiment will be described. FIG. 7 shows the state of waterproofing construction in this embodiment (FIG. 7A), and the state of waterproofing construction when the same waterproofing construction is applied to the configuration shown in FIG. 4 (7B). 5 is a cross-sectional view corresponding to FIG. 4 showing .

図7(A)を参照して、この実施の形態においては、防水施工は、塗膜防水を用いて行う。塗膜防水とは、粘性の大きい液状の防水材を防水面に塗布することによって行う。図7(A)に示すように、この例では、雌ねじ型アンカー28をコンクリートのような設置部30に打ち込み、そこに挿入されたボルト12をナット12cで固定し、その外部を覆うように三角形状のシール38を設け、その外表面に塗膜防水37を設ける。塗膜防水37の高さは設置部30から数cm~10cm程度あればよい。 Referring to FIG. 7A, in this embodiment, waterproof construction is performed using coating film waterproofing. Coating film waterproofing is performed by applying a highly viscous liquid waterproofing material to the waterproof surface. As shown in FIG. 7(A), in this example, a female threaded anchor 28 is driven into an installation portion 30 such as concrete, the bolt 12 inserted therein is fixed with a nut 12c, and a triangular shape is formed so as to cover the outside thereof. A shaped seal 38 is provided and a waterproofing film 37 is provided on its outer surface. The height of the coating film waterproofing 37 may be several cm to 10 cm from the installation portion 30 .

以上のように、雌ねじ型アンカー28を用いた場合においても、容易に塗膜防水による防止施工が可能になる。なお、この場合は、ボルト12が細いため、図4に示したような防水シートによる防水はできない。 As described above, even when the female screw type anchor 28 is used, it is possible to easily perform preventive construction by means of a waterproof coating film. In this case, since the bolts 12 are thin, waterproofing with a waterproof sheet as shown in FIG. 4 is not possible.

なお、同様の防水施工は先の実施の形態においても利用できる。同様の防水施工を、図4に示した先の実施の形態において用いた場合について図7(B)に示す。図7(B)を参照して、この場合は、雄ねじ型アンカーボルトで固定された連結材11の上端部にボルト12が挿入され、その下端部の周囲が下方向にテーパ状になるようにシール38でシールされる。そのシール38を覆って、連結材11の上端部近傍まで塗膜防水37が設けられる。 A similar waterproof construction can be used in the previous embodiment as well. FIG. 7(B) shows a case where a similar waterproof construction is used in the previous embodiment shown in FIG. Referring to FIG. 7(B), in this case, a bolt 12 is inserted into the upper end of a connecting member 11 fixed with a male threaded anchor bolt, and the lower end of the connecting member 11 is tapered downward. It is sealed with seal 38 . A coating film waterproofing 37 is provided up to the vicinity of the upper end of the connecting member 11 to cover the seal 38 .

次に横架材の他の実施の形態について説明する。横架材13を、断面が「コ」の字状の金属製の板材の代わりに、上下に間隔を開けて配置した一対のアングルを、それぞれの一方の面が1つの面を構成するようにボルト12a,12bに配置して一組の横架材24a,24bを構成してもよい。この場合、一対のアングル間の距離が離れる場合は、横架材の強度を増すために、筋交い24cを設けてもよい(図8(A)のみに示す)。そのような場合の図2に対応する図を図7に示す。この場合、筋交い24cはその一方端を一方のボルト12aに、他方端を他方のボルト12bに固定するのが好ましい。 Next, another embodiment of the horizontal member will be described. Instead of a metal plate having a U-shaped cross section, the horizontal member 13 is formed by a pair of angles arranged with a vertical interval so that one surface of each angle constitutes one surface. A set of cross members 24a, 24b may be arranged on the bolts 12a, 12b. In this case, if the distance between a pair of angles is long, braces 24c may be provided to increase the strength of the horizontal member (shown only in FIG. 8(A)). FIG. 7 shows a diagram corresponding to FIG. 2 in such a case. In this case, the brace 24c is preferably fixed at one end to one bolt 12a and at the other end to the other bolt 12b.

なお、上記実施の形態においては、横架材として、上下にフランジのあるものについて説明したが、これに限らず、下部のフランジは無くてもよい。この場合、図7に示した構成において、下側のアングルが省略された構成になる。 In the above embodiment, the horizontal member having upper and lower flanges has been described, but the present invention is not limited to this, and the lower flange may be omitted. In this case, the configuration shown in FIG. 7 is obtained by omitting the lower angle.

以上、図面を参照してこの発明の実施形態を説明したが、この発明は、図示した実施形態のものに限定されない。図示した実施形態に対して、この発明と同一の範囲内において、あるいは均等の範囲内において、種々の修正や変形を加えることが可能である。 Although the embodiments of the present invention have been described above with reference to the drawings, the present invention is not limited to the illustrated embodiments. Various modifications and variations can be made to the illustrated embodiment within the same scope as the present invention or within an equivalent scope.

この発明によれば、軽量化が図られ、防水更新においても余分な費用がかからずより確実な防水が可能な、配管用固定型支持脚を提供できるため、配管用固定型支持脚として有利に利用される。 According to the present invention, it is possible to provide a fixed support leg for piping that is light in weight, does not require extra costs for waterproofing renewal, and is capable of more reliable waterproofing, and is therefore advantageous as a fixed support leg for piping. used for

10 配管用固定型支持脚、11 連結材、12 ボルト、13,20,24 横架材、14 切欠き孔、15,16 ナット、17 貫通孔、28 雌ねじ型アンカー、30 設置部、38 シール、40 雄ねじ型アンカーボルト、41,42 固定ねじ。
10 fixed support legs for piping, 11 connecting member, 12 bolt, 13,20,24 horizontal member, 14 notch hole, 15,16 nut, 17 through hole, 28 female screw type anchor, 30 installation part, 38 seal, 40 externally threaded anchor bolts, 41, 42 fixing screws.

Claims (4)

外部に設けられた設置部に固定される配管用固定型支持脚であって、
配管を載置する横架材を保持する一対のボルトを含み、
前記一対のボルトはアンカーボルトを用いて現場施工で据付けられ、前記設置部から立ち上がるように設けられ、前記一対のボルトの前記設置部からの立ち上がり部の周囲には、防水構造が設けられ、
前記設置部から突出して設置可能な一対の連結材を含み、
前記一対の連結材は、前記アンカーボルトを用いて現場施工で据付けられ、
前記一対の連結材は、前記一対の連結材の周囲に前記防水構造を立ち上げ、
前記アンカーボルトを用いて現場施工で据付けられる前記一対のボルトは、前記連結材に設けられ、
前記連結材は、前記連結材を回転させるための切欠き部を有する、配管用固定型支持脚。
A fixed support leg for piping fixed to an installation portion provided outside,
including a pair of bolts holding a transverse member on which the pipe rests ;
The pair of bolts are installed by on-site construction using anchor bolts, and are provided so as to rise from the installation portion, and a waterproof structure is provided around the rising portion of the pair of bolts from the installation portion,
including a pair of connecting members that can be installed so as to protrude from the installation portion;
The pair of connecting members are installed by on-site construction using the anchor bolts,
The pair of connecting members raises the waterproof structure around the pair of connecting members,
The pair of bolts installed by on-site construction using the anchor bolts are provided on the connecting member,
A fixed support leg for piping, wherein the connecting member has a notch for rotating the connecting member.
前記横架材は矩形状の鉛直面を有し、前記鉛直面の鉛直方向の上端部にフランジ部を有し、前記上端部のフランジ部に前記ボルトが貫通する、請求項1に記載の配管用固定型支持脚。 2. The piping according to claim 1, wherein the horizontal member has a rectangular vertical surface, a flange portion is provided at the upper end portion of the vertical surface in the vertical direction, and the bolt penetrates the flange portion of the upper end portion. fixed support legs. 前記横架材は矩形状の鉛直面を有し、前記鉛直面の鉛直方向の下端部にフランジ部を有し、前記下端部のフランジ部に前記一対のボルトが貫通する、請求項1または2に記載の配管用固定型支持脚。 3. The horizontal member has a rectangular vertical surface, a flange portion at a lower end portion of the vertical surface in the vertical direction, and the pair of bolts penetrate through the flange portion at the lower end portion. A fixed support leg for piping according to . 前記ボルトは全ねじボルトである、請求項1~のいずれかに記載の配管用固定型支持脚。 The fixed support leg for piping according to any one of claims 1 to 3 , wherein said bolt is a fully threaded bolt.
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JP2002130539A (en) 2000-10-18 2002-05-09 Cr Unit:Kk Pipe supporting trestle
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JP2006219822A (en) 2005-02-08 2006-08-24 Tajima Roofing Co Ltd Tension device for waterproof layer, and structure and construction method for mounting tension device on waterproof layer
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