JP2017172164A - Support device for ditch - Google Patents

Support device for ditch Download PDF

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JP2017172164A
JP2017172164A JP2016058175A JP2016058175A JP2017172164A JP 2017172164 A JP2017172164 A JP 2017172164A JP 2016058175 A JP2016058175 A JP 2016058175A JP 2016058175 A JP2016058175 A JP 2016058175A JP 2017172164 A JP2017172164 A JP 2017172164A
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piece
support frame
groove
rising
hanging
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JP6647933B2 (en
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健治 近藤
Kenji Kondo
健治 近藤
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Kaneso Co Ltd
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Kaneso Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a support device for a ditch that enables a support frame to be disposed on a site boundary without leaving an interval.SOLUTION: A hanging fixing piece 35a is provided on at least either of right and left support frames 12a, 12b disposed on right and left side walls 4a, 4b constituting a ditch 1, the hanging fixing piece being situated on an inner side of an outer surface of a rising piece 13a of the support frame 12a. A storage interval W is formed between the outer surface of the rising piece 13a and the hanging fixing piece 35a, for housing an outer edge part of a screw rod 27. The configuration enables the rising piece 13a to be installed without leaving an interval from a site boundary t, even when the ditch 1 is installed a little apart from the site boundary t.SELECTED DRAWING: Figure 1

Description

本発明は、排水溝等の溝路に配設され、グレーチング蓋等の通水被覆部材を支持する溝路用支持装置に関する。   The present invention relates to a groove supporting device that is disposed in a groove such as a drainage groove and supports a water-permeable covering member such as a grating lid.

U字溝等の上部が大きく開放された溝路部材により構築される溝路には、一般的に、該溝路を構成する左右の側壁上に、グレーチング蓋等からなる通水被覆部材を支持する左右の支持枠が配設され、該支持枠で支持される該通水被覆部材によって該溝路の上部開口が遮蔽される。こうした支持枠を備えた構成として、例えば、特許文献1の構成が提案されている。ところで、溝路は、敷地境界に沿って配設される場合も多く、前記特許文献1の構成を、該敷地境界に沿った溝路に配設する場合には、通常、該敷地境界と支持枠との間に目地が設けられる。   In general, a groove constructed by a groove member having a large open top such as a U-shaped groove supports a water flow covering member made of a grating lid or the like on the left and right side walls constituting the groove. The left and right support frames are arranged, and the upper opening of the groove is shielded by the water-permeable covering member supported by the support frame. As a configuration provided with such a support frame, for example, the configuration of Patent Document 1 has been proposed. By the way, the groove path is often arranged along the site boundary. When the configuration of Patent Document 1 is arranged in the groove path along the site boundary, the site boundary and the support are usually supported. A joint is provided between the frame.

具体例を、図10に示す。これは、左右の支持枠112a,112bにより、溝路101上の敷地境界t側寄りに、該溝路101よりも幅の狭い通水部109を形成するものである。ここで、溝路101の、敷地境界t側の側壁104上に配置される一方の支持枠112aは、当該側壁104に乗載される幅狭の水平片部114aと、該水平片部114aの外側端から連成された立ち上がり片部113aとを備える。他方の支持枠112bは、幅広の水平片部114bと、該水平片部114bの内側端から連成された立ち上がり片部113bとを備え、該水平片部114bの外側端部が、敷地境界tと反対側の側壁104に乗載される。そして、左右の支持枠112a,112bは、該支持枠の長手方向に所定間隔で配設された複数の連結梁118によって連結されている。各連結梁118は、左右の支持枠112a,112bの水平片部114a,114bの上面に載置され、立ち上がり片部113a,113bに形成された挿通孔115,115に挿通した状態で、水平片部114a,114bに溶接によって接合されている。各連結梁118の両端には、下方に垂下される垂下部119,119が溶接によって接合されており、両垂下部119,119が、溝路101の両側壁104,104の外側に位置するように夫々設けられる。そして、各垂下部119,119には、側壁104の外壁面に圧設可能な螺子杆120,120が螺合されており、両側の螺子杆120,120を螺回操作して両側壁104,104に圧設させることにより、連結梁118で連結された左右の支持枠112a,112bを溝路101の側壁104,104に固定する。   A specific example is shown in FIG. This is to form a water passage portion 109 narrower than the groove 101 on the side of the site boundary t on the groove 101 by the left and right support frames 112a and 112b. Here, one support frame 112a disposed on the side wall 104 on the site boundary t side of the groove 101 includes a narrow horizontal piece portion 114a mounted on the side wall 104, and the horizontal piece portion 114a. And a rising piece 113a coupled from the outer end. The other support frame 112b includes a wide horizontal piece 114b and a rising piece 113b continuous from the inner end of the horizontal piece 114b, and the outer end of the horizontal piece 114b is connected to the site boundary t. Is mounted on the side wall 104 on the opposite side. The left and right support frames 112a and 112b are connected by a plurality of connecting beams 118 arranged at predetermined intervals in the longitudinal direction of the support frame. Each connecting beam 118 is placed on the upper surfaces of the horizontal pieces 114a and 114b of the left and right support frames 112a and 112b, and is inserted into the insertion holes 115 and 115 formed in the rising pieces 113a and 113b. The parts 114a and 114b are joined by welding. Hanging ends 119 and 119 hanging downward are joined to both ends of each connecting beam 118 by welding so that both hanging portions 119 and 119 are located outside both side walls 104 and 104 of the groove 101. Respectively. The hanging portions 119, 119 are screwed with screw rods 120, 120 that can be press-fitted to the outer wall surface of the side wall 104. The screw rods 120, 120 on both sides are screwed to operate both side walls 104, The left and right support frames 112 a and 112 b connected by the connecting beam 118 are fixed to the side walls 104 and 104 of the groove 101 by being press-fitted to the 104.

特開2007−154555号公報(図8,10参照)JP 2007-154555 A (see FIGS. 8 and 10)

ところで、上述した図10の従来構成は、支持枠112aの立ち上がり片部113aよりも外側に垂下部119が配され、該垂下部119に螺子杆120が螺合されていることから、敷地境界tと、該敷地境界t側に配される支持枠112aの立ち上がり片部113aとの間に目地sを設ける必要があった。しかし、この目地sは、支持枠112a,112bを溝路101に配設した後に、コンクリートやモルタル等を埋め込むことにより形成されるものであることから、敷地境界tとの間に該目地sを設けないようにすれば、該敷地境界tにおける美観を向上することができる。さらに、目地sを設けなければ、前記のようにコンクリートやモルタル等の埋め込み作業を要するコストと時間とを削減できる。こうしたことから、支持枠を敷地境界tと隙間無く配設することができる構成が求められていた。   By the way, in the conventional configuration of FIG. 10 described above, the hanging portion 119 is arranged outside the rising piece portion 113a of the support frame 112a, and the screw rod 120 is screwed to the hanging portion 119. And a joint s must be provided between the rising edge portion 113a of the support frame 112a disposed on the site boundary t side. However, since the joint s is formed by embedding concrete, mortar, or the like after the support frames 112a and 112b are arranged in the groove 101, the joint s is placed between the joint boundary s. If it is not provided, the beauty at the site boundary t can be improved. Furthermore, if the joint s is not provided, the cost and time required for the embedding work of concrete, mortar, or the like as described above can be reduced. For these reasons, there has been a demand for a configuration in which the support frame can be disposed without any gap from the site boundary t.

さらに、上述した敷地境界に沿って設けられる溝路は、例えば、該敷地境界に沿って地盤を掘削してU字溝を埋設することにより形成される。この施工の際に、敷地境界の直下まで掘削すると、縁石等が沈下する虞があることから、通常、敷地境界から少し離れた位置まで地盤を掘削して、該敷地境界から少し離間させてU字溝を埋設する。さらに、地盤の掘削は、敷地境界の外側方から所定の掘削機械を用いて行うことから、敷地境界と溝路(U字溝)との離間距離が施工現場により異なっていた。このように敷地境界から離間させて溝路が埋設されると、支持枠を該敷地境界と隙間無く配置することが難しく、上記した目地を設けねばならなくなっていた。そのため、こうした各施工現場によって異なる離間距離があっても、上述のように敷地境界と隙間無く支持枠を配設できる構成が求められていた。   Furthermore, the groove path provided along the site boundary mentioned above is formed, for example, by excavating the ground along the site boundary and burying a U-shaped groove. When excavating to just below the site boundary during this construction, the curb stones may sink. Therefore, the ground is usually excavated to a position slightly away from the site boundary, and slightly separated from the site boundary. Embed the groove. Further, since excavation of the ground is performed using a predetermined excavation machine from the outside of the site boundary, the separation distance between the site boundary and the groove (U-shaped groove) differs depending on the construction site. When the groove is buried away from the site boundary in this way, it is difficult to arrange the support frame without a gap from the site boundary, and the joints described above have to be provided. Therefore, even if there is a different separation distance depending on each construction site, there has been a demand for a configuration in which the support frame can be disposed without any gap between the site boundary as described above.

本発明は、上述したように、支持枠を敷地境界に隙間無く配設し得る溝路支持装置を提案するものである。   As described above, the present invention proposes a groove support device that can dispose a support frame at a site boundary without a gap.

本発明は、溝路を構成する左右の側壁に夫々乗載される水平片部と各水平片部の一側端に連成された立ち上がり片部とを備え、該溝路の上部で所定間隔をおいて対向状に配置された両立ち上がり片部の間に通水部を形成する一対の支持枠と、該支持枠の長手方向に所定間隔で配設され、両支持枠を連結する複数の連結梁と、両支持枠に夫々連結される一対の垂下固定片部と各垂下固定片部に夫々螺合される螺子杆とを備え、両垂下固定片部を左右の側壁の外側に位置させて、垂下固定片部対の各螺子杆によって両側壁を挟持することにより、両支持枠を溝路の側壁に固定する枠固定手段とを備えた溝路用支持装置において、少なくとも一方の垂下固定片部は、前記支持枠の立ち上がり片部の外側面よりも内側方に設けられ、当該立ち上がり片部の外側面と当該垂下固定片部との内外方向の間隔を、当該垂下固定片部に螺合された螺子杆が当該立ち上がり片部の外側面よりも外側方に突出しないように、当該螺子杆の少なくとも外端部を収容する収容間隔としたことを特徴とする溝路用支持装置である。   The present invention includes a horizontal piece portion mounted on each of the left and right side walls constituting the groove, and a rising piece portion coupled to one side end of each horizontal piece portion, with a predetermined interval above the groove passage. A pair of support frames that form a water flow portion between both rising pieces arranged opposite to each other, and a plurality of support frames that are arranged at predetermined intervals in the longitudinal direction of the support frame and connect the two support frames A connecting beam, a pair of hanging fixing pieces connected to the both support frames, and a screw rod screwed to each hanging fixing piece, and the hanging fixing pieces are positioned outside the left and right side walls. In addition, in the groove support device having frame fixing means for fixing both support frames to the side walls of the groove by sandwiching both side walls with each screw rod of the hanging fixing piece pair, at least one of the hanging fixing The one part is provided on the inner side of the outer side surface of the rising piece part of the support frame, and the rising piece The inner surface of the hanging fixing piece portion is spaced from the outer surface of the hanging fixing piece portion so that the screw rod screwed to the hanging fixing piece portion does not protrude outward from the outer surface of the rising piece portion. It is the groove | channel support apparatus characterized by setting it as the accommodation space | interval which accommodates at least an outer-end part.

かかる構成にあっては、垂下固定片部が、支持枠の立ち上がり片部の外側面よりも内側方に設けられると共に、該垂下固定片部に螺合される螺子杆が、該立ち上がり片部の外側面よりも外側方に突出しないことから、該立ち上がり片部を、敷地境界に隙間無く配設することができる。また、垂下固定片部に螺合された螺子杆は、螺回操作により該垂下固定片部に対して内外方向に移動し、その位置を変えることで、側壁に接する。本構成は、このように内外方向位置を変える螺子杆の外端部を、収容間隔内で収容するものであるから、該螺子杆を該収容間隔よりも外側方に突出させること無く、溝路の側壁に支持枠を適宜位置決めして固定することができる。これにより、上述のように敷地境界から離間距離をおいて設けられた溝路に対しても、支持枠の立ち上がり片部を該敷地境界に隙間無く配置するようにして、該支持枠を位置決めして固定することが可能である。   In such a configuration, the hanging fixing piece portion is provided on the inner side of the outer surface of the rising piece portion of the support frame, and a screw rod screwed into the hanging fixing piece portion is provided on the rising piece portion. Since it does not protrude outward from the outer side surface, the rising piece can be disposed without gaps on the site boundary. Further, the screw rod screwed into the hanging fixing piece portion moves inward and outward with respect to the hanging fixing piece portion by a screwing operation, and contacts the side wall by changing its position. In this configuration, since the outer end portion of the screw rod that changes the position in the inner and outer directions is accommodated within the accommodation interval, the groove path does not protrude outward from the accommodation interval. The support frame can be appropriately positioned and fixed to the side wall. As a result, the support frame is positioned so that the rising piece portion of the support frame is arranged at the site boundary with no gap even for the groove provided at a distance from the site boundary as described above. Can be fixed.

さらに、溝路は、敷地境界に沿って比較的長く設けられることから、長手方向で敷地境界との離間距離に差が生じ易い。このように離間距離に差があっても、本構成によれば、垂下固定片部に対する螺子杆の内外方向位置を適宜調整することによって、立ち上がり片部を、長手方向に亘って敷地境界と隙間無く配置することが可能である。このように、本構成によれば、施工現場で、敷地境界と溝路との離間距離に合わせて螺子杆を位置決めすることで、支持枠を、敷地境界と隙間無い位置に容易かつ正確に配置できる。   Furthermore, since the groove is provided relatively long along the site boundary, a difference in the distance from the site boundary tends to occur in the longitudinal direction. Thus, even if there is a difference in the separation distance, according to the present configuration, the rising piece portion can be separated from the site boundary and the gap in the longitudinal direction by appropriately adjusting the position of the screw rod relative to the hanging fixing piece portion. It is possible to arrange without. As described above, according to the present configuration, the support frame can be easily and accurately disposed at a position free from the site boundary by positioning the screw rod in accordance with the separation distance between the site boundary and the groove on the construction site. it can.

上述した本発明の溝路用支持装置にあって、支持枠の立ち上がり片部の外側面から収容間隔をおいて設けられた垂下固定片部は、当該支持枠の水平片部の下面に接合された連結片の、該水平片部から下方へ垂下された部位により構成されているものが提案される。   In the above-described groove supporting device of the present invention, the hanging fixing piece provided at an accommodation interval from the outer surface of the rising piece of the support frame is joined to the lower surface of the horizontal piece of the support frame. What is comprised by the site | part dripped below from this horizontal piece part of the connected piece is proposed.

かかる構成にあっては、垂下固定片部を、支持枠の立ち上がり片部の外側面から収容間隔をおいた位置に容易に設けることができる。   In such a configuration, the hanging fixing piece portion can be easily provided at a position spaced from the outer surface of the rising piece portion of the support frame.

上述した本発明の溝路用支持装置にあって、支持枠の水平片部に形成され、下方に開口する嵌入孔と、該嵌入孔に嵌め合わされて当該支持枠に連結される連結片とを備え、支持枠の立ち上がり片部の外側面から収容間隔をおいて設けられた垂下固定片部は、該嵌入孔に嵌め合わされた連結片の、当該水平片部から下方に垂下される部位により構成されているものが提案される。   In the above-described groove support device of the present invention, an insertion hole formed in the horizontal piece portion of the support frame and opening downward, and a connecting piece fitted into the insertion hole and connected to the support frame. The hanging fixing piece portion provided at an accommodation interval from the outer surface of the rising piece portion of the support frame is constituted by a portion of the connecting piece fitted in the fitting hole that is lowered downward from the horizontal piece portion. What is being proposed is proposed.

かかる構成にあっては、連結片を嵌入孔に嵌め合わせることによって、垂下固定片部を、支持枠の立ち上がり片部の外側面から収容間隔をおいた位置に容易かつ正確に設けることができる。そして、嵌入孔は、垂下固定片部の長手方向位置も定めるものであることから、該嵌入孔に連結片が嵌め合わされることで、左右の垂下固定片部が対となるように、左右の支持枠に容易かつ正確に設けることができる。このように垂下固定片部を支持枠に設ける際に、該垂下固定片部の位置決め作業を行う必要が無く、該作業に要するコストと時間とを削減できる。   In such a configuration, the hanging fixing piece portion can be easily and accurately provided at a position spaced from the outer surface of the rising piece portion of the support frame by fitting the connecting piece into the insertion hole. Since the insertion hole also determines the longitudinal position of the hanging fixing piece, the left and right hanging fixing pieces are paired by fitting the connecting piece into the fitting hole. The support frame can be easily and accurately provided. Thus, when the hanging fixing piece portion is provided on the support frame, it is not necessary to perform the positioning operation of the hanging fixing piece portion, and the cost and time required for the operation can be reduced.

上述した本発明の溝路用支持装置にあって、支持枠の立ち上がり片部の下部に形成され、外側方および下方に開口する嵌入孔と、該嵌入孔に嵌め合わされる嵌合部と該嵌合部の下端から内方へ延成される部位を介して下方に延成される垂下部とからなる連結片とを備え、支持枠の立ち上がり片部の外側面から収容間隔をおいて設けられた垂下固定片部は、該嵌入孔に嵌め合わされた連結片の垂下部により構成されているものが提案される。   In the above-described groove support device of the present invention, a fitting hole formed at a lower portion of the rising piece portion of the support frame and opening outward and downward, a fitting portion fitted into the fitting hole, and the fitting A connecting piece consisting of a hanging part extending downward through a portion extending inward from the lower end of the joint part, provided at an accommodation interval from the outer surface of the rising piece part of the support frame As the drooping fixed piece portion, one constituted by a drooping portion of a connecting piece fitted into the fitting hole is proposed.

かかる構成にあっては、連結片を嵌入孔に嵌め合わせることによって、垂下固定片部を、支持枠の立ち上がり片部の外側面から収容間隔をおいた位置に容易かつ正確に設けることができる。そして、本構成にあっても、上述したように、嵌入孔に連結片が嵌め合わされることで、左右の垂下固定片が対となるように、容易かつ正確に設けることができる。そのため、垂下固定片部の位置決め作業を要せず、そのコストと時間とを削減できる。   In such a configuration, the hanging fixing piece portion can be easily and accurately provided at a position spaced from the outer surface of the rising piece portion of the support frame by fitting the connecting piece into the insertion hole. And even if it is in this structure, as above-mentioned, it can provide easily and correctly so that a right and left droop fixing piece may become a pair by fitting a connection piece with an insertion hole. Therefore, the positioning work of the hanging fixed piece portion is not required, and the cost and time can be reduced.

本発明の溝路用支持装置によれば、垂下固定片部の螺子杆によって、溝路の側壁に対して支持枠を位置決めしつつ、該垂下固定片部の外側方に設けた収容間隔によって該螺子杆の外端部を収容することから、該支持枠の立ち上がり片部を、敷地境界に隙間無く配置することができる。そして、施工現場で夫々異なる離間距離をおいて設けられた溝路に対しても、螺子杆の外端部を収容間隔に収容しつつ、該離間距離に応じて該螺子杆を位置決めできることから、支持枠の立ち上がり片部を該敷地境界に隙間無く配置できる。さらに、溝路の長手方向で前記離間距離に差が生じていても、夫々に応じて螺子杆を位置決め調整することにより、支持枠を、長手方向に亘って敷地境界と隙間無く配置することができる。   According to the groove supporting device of the present invention, the supporting frame is positioned with respect to the side wall of the groove by the screw rod of the hanging fixing piece, and the holding interval provided on the outer side of the hanging fixing piece is used. Since the outer end portion of the screw rod is accommodated, the rising piece portion of the support frame can be arranged without a gap at the site boundary. And also for the grooves provided at different separation distances at the construction site, the screw rods can be positioned according to the separation distance while accommodating the outer ends of the screw rods in the accommodation interval. The rising piece of the support frame can be arranged at the site boundary without any gap. Furthermore, even if there is a difference in the separation distance in the longitudinal direction of the groove, the support frame can be arranged without gaps between the site boundary in the longitudinal direction by adjusting the positioning of the screw rods according to each difference. it can.

実施例1の溝路用支持装置11Aの施工状態を示す縦断面図である。It is a longitudinal cross-sectional view which shows the construction state of 11 A of groove | channel support apparatuses of Example 1. FIG. 同上の溝路用支持装置11Aの外観斜視図である。It is an external appearance perspective view of 11 A of groove supporting apparatuses same as the above. 敷地境界tとの離間距離Rが異なる位置に埋設された溝路1に、同上の溝路用支持装置11Aを施工した状態を示す縦断面図である。It is a longitudinal cross-sectional view which shows the state which constructed 11 A of groove | channel support apparatuses same as the above in the groove 1 embed | buried in the position where the separation distance R with the site boundary t differs. 実施例2の溝路用支持装置11Bの施工状態を示す縦断面図である。It is a longitudinal cross-sectional view which shows the construction state of the support apparatus 11B for groove paths of Example 2. FIG. 実施例2の、支持枠12aと連結片45とを分解して示す部分拡大斜視図である。FIG. 6 is a partially enlarged perspective view showing a support frame 12a and a connecting piece 45 in Example 2 in an exploded manner. 実施例3の溝路用支持装置11Cの施工状態を示す縦断面図である。It is a longitudinal cross-sectional view which shows the construction state of 11 C of groove | channel support apparatuses of Example 3. FIG. 同上の溝路用支持装置11Cの外観斜視図である。It is an external appearance perspective view of 11 C of channel support apparatuses same as the above. 実施例3の、支持枠12aと連結片55とを分解して示す部分拡大斜視図である。FIG. 10 is a partially enlarged perspective view showing a support frame 12a and a connecting piece 55 in Example 3 in an exploded manner. 実施例4の溝路用支持装置11Dの施工状態を示す縦断面図である。It is a longitudinal cross-sectional view which shows the construction state of support apparatus 11D for groove paths of Example 4. FIG. 従来構成の支持枠112a,112bの施工状態を示す縦断面図である。It is a longitudinal cross-sectional view which shows the construction state of the support frames 112a and 112b of a conventional structure.

本発明にかかる実施例1〜4を、添付図面を用いて以下に説明する。   Examples 1-4 according to the present invention will be described below with reference to the accompanying drawings.

溝路1は、図1に示すように、縁石92等が敷設された敷地91との敷地境界tに近接するように設けられる。そして、溝路1は、図2に示すように、底壁3と左右の側壁4a,4bとからなる断面略U字形に形成されたU字溝からなる複数の溝路部材2を、地盤の所定深さに一列状に埋設して構築される。ここで、溝路部材2は、敷地境界tから少し離れた位置に埋設される。これは、上述したように、敷地境界tの直下まで地盤を掘削すると、縁石92等が沈下する虞があること、および掘削機械で敷地境界tぎりぎりまで精度良く掘削することが難しいこと等による。本実施例では、敷地境界tと溝路部材2(溝路1)との距離を離間距離Rとして表している。尚、この離間距離Rは、施工現場によって夫々異なる。   As shown in FIG. 1, the groove 1 is provided so as to be close to a site boundary t with a site 91 on which a curb 92 or the like is installed. Then, as shown in FIG. 2, the groove 1 includes a plurality of groove members 2 formed of U-shaped grooves formed in a substantially U-shaped cross section including a bottom wall 3 and left and right side walls 4 a and 4 b. It is built by embedding in a row at a predetermined depth. Here, the groove member 2 is embedded at a position slightly away from the site boundary t. This is because, as described above, if the ground is excavated to just below the site boundary t, the curb 92 or the like may sink, and it is difficult to excavate with the excavating machine to the very limit of the site boundary t. In this embodiment, the distance between the site boundary t and the groove member 2 (groove 1) is represented as a separation distance R. The separation distance R varies depending on the construction site.

本発明にかかる実施例1の溝路用支持装置11Aは、図1,2に示すように、溝路1の上部開口を通水可能に覆うものであり、左右の支持枠12a,12bを備えている。ここで、敷地境界t側の側壁4a上に配置される一方の支持枠12aは、該側壁4aに乗載される水平片部14aと、該水平片部14aの外側端から垂直状に起立する立ち上がり片部13aとから形成されており、水平片部14aは、側壁4aの上面幅よりも広い所定幅に形成されている。この支持枠12aは、後述するように、立ち上がり片部13aが敷地境界tに隙間無く配置されるように位置決めされて、溝路1の側壁4a上に乗載され、この状態で、該立ち上がり片部13aの外側面が側壁4aの外壁面5aよりも外側方に位置している。一方、他方の支持枠12bは、外側端部が側壁4bに乗載される幅広の水平片部14bと、該水平片部14bの内側端から垂直状に起立する立ち上がり片部13bとから形成されており、該立ち上がり片部13bが両側壁4a,4b間に配置される。他方の支持枠12bの立ち上がり片部13bは、前記一方の支持枠12aの立ち上がり片部13aと所定間隔をおいて対向配置され、両側壁4a,4b間の敷地境界t寄りに位置する。こうして配置された両立ち上がり片部13a,13bの間に通水部9が形成され、該通水部9を除く溝路1の上部開口が、他方の支持枠12bの水平片部14bにより遮蔽されている。   As shown in FIGS. 1 and 2, the groove supporting device 11 </ b> A according to the first embodiment of the present invention covers the upper opening of the groove 1 so as to allow water to pass, and includes left and right support frames 12 a and 12 b. ing. Here, the one support frame 12a disposed on the side wall 4a on the site boundary t side stands vertically from the horizontal piece portion 14a mounted on the side wall 4a and the outer end of the horizontal piece portion 14a. The horizontal piece portion 14a is formed with a predetermined width wider than the upper surface width of the side wall 4a. As will be described later, the support frame 12a is positioned so that the rising piece 13a is disposed on the site boundary t without a gap, and is placed on the side wall 4a of the groove 1 and in this state, the rising piece 13a is mounted. The outer side surface of the portion 13a is located on the outer side of the outer wall surface 5a of the side wall 4a. On the other hand, the other support frame 12b is formed of a wide horizontal piece 14b whose outer end is mounted on the side wall 4b, and a rising piece 13b that rises vertically from the inner end of the horizontal piece 14b. The rising piece 13b is disposed between the side walls 4a and 4b. The rising piece 13b of the other support frame 12b is disposed opposite to the rising piece 13a of the one support frame 12a at a predetermined interval, and is located near the site boundary t between the side walls 4a and 4b. A water passage 9 is formed between the two rising pieces 13a and 13b arranged in this way, and the upper opening of the groove 1 excluding the water passage 9 is shielded by the horizontal piece 14b of the other support frame 12b. ing.

こうした両支持枠12a,12bは、鉄鋼又はステンレス鋼からなる板状の金属材を素材にして形成されており、その長さは、図2に示すように、一列状をなす複数の溝路部材2の長手方向に亘る所定の長さとなっている。尚、各支持枠12a,12bの立ち上がり片部13a,13bと水平片部14a,14bは、一枚の金属板を断面L形に屈曲させて形成されたものでもよいし、二枚の金属板を溶接によって断面L形となるように接合されたものであってもよい。   Both the support frames 12a and 12b are made of a plate-like metal material made of steel or stainless steel, and the length thereof is a plurality of groove members in a line as shown in FIG. The length is a predetermined length in the longitudinal direction. The rising pieces 13a and 13b and the horizontal pieces 14a and 14b of the support frames 12a and 12b may be formed by bending a single metal plate into an L-shaped cross section, or two metal plates. May be joined by welding so as to have an L-shaped cross section.

左右の支持枠12a,12bは、該支持枠12a,12bの長手方向に所定間隔で配設された複数の連結梁15によって連結される。各連結梁15は、強度に優れた金属製の角パイプからなり、溝路1を構成する左右の側壁4a,4bの外壁面5a,5b間の幅よりも若干長い(又は略同じ)所定長で形成されている。各連結梁15は、支持枠12a,12bの水平片部14a,14bの上面に当接して配設され、他方の支持枠12bの立ち上がり片部13bに形成された貫通孔16を貫通した状態で、水平片部14a,14bに溶接によって夫々接合されている。そして、このように左右の支持枠12a,12bを移動不能に連結した各連結梁15は、その左右両端部が、溝路1の側壁4a,4b上に、両支持枠12a,12bの水平片部14a,14bを介して乗載されている。   The left and right support frames 12a and 12b are connected by a plurality of connecting beams 15 arranged at predetermined intervals in the longitudinal direction of the support frames 12a and 12b. Each connecting beam 15 is made of a metal square pipe having excellent strength, and has a predetermined length that is slightly longer (or substantially the same) than the width between the outer wall surfaces 5a and 5b of the left and right side walls 4a and 4b constituting the groove 1. It is formed with. Each connecting beam 15 is disposed in contact with the upper surfaces of the horizontal pieces 14a and 14b of the support frames 12a and 12b, and passes through the through-hole 16 formed in the rising piece 13b of the other support frame 12b. The horizontal piece portions 14a and 14b are joined to each other by welding. The left and right ends of the connecting beams 15 that connect the left and right support frames 12a and 12b in such a manner as to be immovable on the side walls 4a and 4b of the groove 1 are horizontal pieces of the support frames 12a and 12b. It is mounted via the parts 14a and 14b.

また、本実施例1にあって、両支持枠12a,12bの立ち上がり片部13a,13bの上端寄りの部位には、該両立ち上がり片部13a,13b間に差し渡された支持杆19が、該支持枠12a,12bの長手方向に所定間隔をおいて複数配設されている。各支持杆19は、金属製の角パイプからなり、その両端部が両立ち上がり片部13a,13bに溶接されている。   Further, in the first embodiment, the support rod 19 passed between the rising pieces 13a and 13b is located near the upper ends of the rising pieces 13a and 13b of the support frames 12a and 12b. A plurality of support frames 12a and 12b are arranged at predetermined intervals in the longitudinal direction. Each support rod 19 is made of a metal square pipe, and both end portions thereof are welded to both rising pieces 13a and 13b.

また、両立ち上がり片部13a,13b間に形成された通水部9には、図1に示すように、金属製通水被覆部材20が配設されている。該金属製通水被覆部材20は、鉄鋼製、ステンレス鋼製または鋳鉄製のグレーチング蓋からなり、両立ち上がり片部13a,13b間に横架された各支持杆19の上面に着脱可能に乗載されて、通水部9を遮蔽するように設置される。   Moreover, as shown in FIG. 1, the metal water-permeable covering member 20 is arrange | positioned in the water flow part 9 formed between both standing piece parts 13a and 13b. The metal water-permeable covering member 20 is made of a grating lid made of steel, stainless steel or cast iron, and is detachably mounted on the upper surface of each support rod 19 placed horizontally between both rising pieces 13a, 13b. And installed so as to shield the water passage 9.

次に、本発明の要部について説明する。
上記した連結梁15にあって、支持枠12a,12bの長手方向両端部に配設された二個の連結梁15,15には、図1,2に示すように、敷地境界tと反対側の端部に、矩形平板状の連結片部21が溶接されており、該連結片部21の下部が、敷地境界tと反対側の側壁4bの外側方で、該側壁4bの外壁面5bに沿うようにして垂下される。この連結片部21の下部が、本発明にかかる垂下固定片部22である。連結片部21の垂下固定片部22には、先端が側壁4bの外壁面5bに圧接可能な螺子杆27が外側方から螺合されている。この螺子杆27は、螺子本体と螺子頭27aとからなる所謂ボルトタイプのものである。
Next, the main part of the present invention will be described.
In the connecting beam 15 described above, the two connecting beams 15 and 15 disposed at both ends in the longitudinal direction of the support frames 12a and 12b are opposite to the site boundary t as shown in FIGS. Is connected to the outer wall surface 5b of the side wall 4b on the outer side of the side wall 4b opposite to the site boundary t. It hangs down along. The lower part of this connection piece part 21 is the hanging fixing piece part 22 concerning this invention. A screw rod 27 whose tip is press-contactable with the outer wall surface 5b of the side wall 4b is screwed into the hanging fixing piece portion 22 of the connecting piece portion 21 from the outside. The screw rod 27 is a so-called bolt type composed of a screw body and a screw head 27a.

一方、敷地境界t側の側壁4aの上面に載置される支持枠12aには、その水平片部14aの下面に、断面伏L形の連結片35が溶接によって接合されている。連結片35は、水平片部14aに接合される矩形状の接合部35bと、該接合部35bの内側端から下方へ連成された矩形状の垂下固定片部35aとからなる。尚、連結片35は、鋼材等の金属製の平板が屈曲されることで形成されるものや、二枚の金属製平板が溶接により断面L形となるように接合されて形成されるものが適用できる。   On the other hand, the support frame 12a placed on the upper surface of the side wall 4a on the site boundary t side is joined to the lower surface of the horizontal piece portion 14a by a connecting piece 35 having a cross section L shape by welding. The connecting piece 35 includes a rectangular joining portion 35b joined to the horizontal piece portion 14a and a rectangular hanging fixing piece portion 35a continuous downward from the inner end of the joining portion 35b. The connecting piece 35 is formed by bending a metal flat plate such as a steel material, or is formed by joining two metal flat plates to form an L-shaped cross section by welding. Applicable.

連結片35は、垂下固定片部35aの外側面が、支持枠12aの立ち上がり片部13aの外側面から内側方へ所定間隔をおいた位置となるように、該支持枠12aに接合される。そして、この連結片35の垂下固定片部35aには、上記の連結片部21と同様の螺子杆27が螺合されており、該螺子杆27の先端を側壁4aの外壁面5aに圧接可能となっている。こうした連結片35は、支持枠12aの長手方向両端部に夫々設けられ、夫々の長手方向配設位置は、該支持枠12aの長手方向両端に夫々配設された二個の連結梁15,15と夫々同じ位置としている。すなわち、連結片35の垂下固定片部35aと、連結梁15の連結片部21の垂下固定片部22とは、長手方向で同じ位置に配設され、互いに対向する。このように対向する両側の垂下固定片部35a,22に螺合された各螺子杆27,27の夫々の先端を、側壁4a,4bの外壁面5a,5bに圧接することで、側壁4a,4bを挟持できる。尚、螺子杆27の螺子頭27aが、本発明にかかる螺子杆の外端部である。   The connecting piece 35 is joined to the support frame 12a so that the outer surface of the hanging fixed piece 35a is positioned at a predetermined distance inward from the outer surface of the rising piece 13a of the support frame 12a. A screw rod 27 similar to that of the connecting piece portion 21 is screwed onto the hanging fixing piece portion 35a of the connecting piece 35, and the tip of the screw rod 27 can be pressed against the outer wall surface 5a of the side wall 4a. It has become. Such connecting pieces 35 are provided at both ends in the longitudinal direction of the support frame 12a, and the respective positions in the longitudinal direction are the two connecting beams 15, 15 provided at both ends in the longitudinal direction of the support frame 12a. And the same position. That is, the hanging fixed piece portion 35a of the connecting piece 35 and the hanging fixed piece portion 22 of the connecting piece portion 21 of the connecting beam 15 are disposed at the same position in the longitudinal direction and face each other. By pressing the tips of the screw rods 27, 27 screwed to the opposite hanging fixing pieces 35a, 22 on both sides in this manner, the side walls 4a, 4b are pressed against the outer wall surfaces 5a, 5b of the side walls 4a, 4b. 4b can be clamped. The screw head 27a of the screw rod 27 is an outer end portion of the screw rod according to the present invention.

ここで、連結片35の垂下固定片部35aの外側面と、支持枠12aの立ち上がり片部13aの外側面との内外方向の間隔が、本発明にかかる収容間隔Wである。この収容間隔Wは、上記のように、垂下固定片部35aに螺合された螺子杆27の先端を側壁4aの外壁面5aに圧接させた状態で、当該螺子杆27の螺子頭27aが立ち上がり片部13aの外側面よりも外側方へ突出しないように定められた間隔であり、換言すれば、該螺子頭27aを収容する間隔である。さらに詳述すると、螺子杆27は、螺回操作されることにより、垂下固定片部35aに対して内外方向に進退移動し、垂下固定片部35aと側壁4aの外壁面5aとの間隔に応じて、該外壁面5aに圧接される内外方向位置が異なる。すなわち、側壁4aに対する支持枠12aの配設位置に応じて、該側壁4aに圧接される螺子杆27の内外方向位置が異なる。このように側壁4aに圧接される内外方向位置を変える螺子杆27の、垂下固定片部35aよりも外側方に位置する螺子頭27aを、前記収容間隔W内で収容するように、該収容間隔Wが設定される。具体的には、上述したように溝路1(U字溝からなる溝路部材2)が敷地境界tから若干離れて埋設されることから、該敷地境界tと溝路1の側壁4aとに生ずる離間距離Rの経験値に基づいて、支持枠12aの立ち上がり片部13aを敷地境界tに隙間無く配置しても、螺子杆27の螺子頭27aが収容されるように、前記収容間隔Wを設定した。これにより、例えば図3に示すように、敷地境界tと溝路1との離間距離Rが比較的短い場合にあっても、該離間距離Rに合わせて、該敷地境界t側の螺子杆27の内外方向位置を位置決めすることにより、当該螺子杆27の螺子頭27aを収容間隔W内に収容して、支持枠12aの立ち上がり片部13aを該敷地境界tに隙間無く配置できる。したがって、敷地境界tと溝路1との離間距離Rが夫々異なる各施工現場において、螺子頭27aが立ち上がり片部13aの外側面よりも外側方に突出すること無く、螺子杆27を溝路1の側壁4aに圧接させて、該立ち上がり片部13aを該敷地境界tに隙間無く配置できる。   Here, the inner and outer intervals between the outer surface of the hanging fixed piece portion 35a of the connecting piece 35 and the outer surface of the rising piece portion 13a of the support frame 12a are the accommodation interval W according to the present invention. As described above, the accommodation interval W is such that the screw head 27a of the screw rod 27 rises in a state where the tip of the screw rod 27 screwed to the hanging fixing piece 35a is pressed against the outer wall surface 5a of the side wall 4a. The interval is determined so as not to protrude outward from the outer surface of the piece 13a, in other words, the interval for accommodating the screw head 27a. More specifically, the screw rod 27 moves forward and backward with respect to the hanging fixing piece 35a by being screwed, and according to the distance between the hanging fixing piece 35a and the outer wall surface 5a of the side wall 4a. Thus, the inner and outer positions pressed against the outer wall surface 5a are different. That is, the position of the screw rod 27 in the inner and outer direction that is pressed against the side wall 4a varies depending on the position of the support frame 12a with respect to the side wall 4a. In this way, the screw spacing 27 is arranged so that the screw head 27a of the screw rod 27 that changes the position in the inner and outer direction pressed against the side wall 4a and located outside the hanging fixing piece 35a is housed in the housing space W. W is set. Specifically, as described above, the groove 1 (the groove member 2 formed of a U-shaped groove) is buried slightly away from the site boundary t, so that the site boundary t and the side wall 4a of the groove 1 are provided. Based on the empirical value of the generated separation distance R, the accommodation interval W is set so that the screw head 27a of the screw rod 27 can be accommodated even if the rising piece 13a of the support frame 12a is arranged without gaps on the site boundary t. Set. Thereby, as shown in FIG. 3, for example, even when the separation distance R between the site boundary t and the groove 1 is relatively short, the screw rod 27 on the site boundary t side is matched to the separation distance R. By positioning the inner and outer direction positions, the screw head 27a of the screw rod 27 can be accommodated in the accommodation interval W, and the rising piece 13a of the support frame 12a can be arranged on the site boundary t without any gap. Accordingly, at each construction site where the separation distance R between the site boundary t and the groove 1 is different, the screw head 27a does not protrude outward from the outer surface of the rising piece 13a, and the screw rod 27 is inserted into the groove 1. The rising piece 13a can be disposed on the site boundary t without any gap by being pressed against the side wall 4a.

上述した本実施例1の溝路用支持装置11Aは、敷地境界tから少しの離れて埋設された溝路1への施工に際して、複数の連結梁15により連結された左右の支持枠12a,12bを、該支持枠12aの立ち上がり片部13aが敷地境界tに隙間無く配置されるように、溝路1の側壁4a,4b上に載置する。このとき、敷地境界t側の支持枠12aの垂下固定片部35aに螺合された螺子杆27の先端が側壁4aの外壁面5aに当接された状態で、該支持枠12aの立ち上がり片部13aが敷地境界tと隙間無く配置されるように、当該螺子杆27の、該垂下固定片部35aに対する内外方向位置を位置決めする。これにより、支持枠12aの螺子杆27の先端を側壁4aの外壁面に当接させて、該支持枠12aを該側壁4a上に載置することにより、該支持枠12aの立ち上がり片部13aが敷地境界tに隙間無く配置される。ここで、位置決めされた螺子杆27の螺子頭27aは、支持枠12aの収容間隔W内に位置し、立ち上がり片部13aの外側面よりも外側方に突出しない。尚、螺子杆27の位置決めは、施工現場で、敷地境界tと溝路1の側壁4aとの離間距離Rに合わせて行われる。   The above-mentioned groove supporting device 11A of the first embodiment described above has the left and right support frames 12a and 12b connected by a plurality of connecting beams 15 when being applied to the groove 1 buried slightly away from the site boundary t. Is placed on the side walls 4a and 4b of the groove 1 so that the rising piece 13a of the support frame 12a is disposed on the site boundary t without a gap. At this time, the rising piece portion of the support frame 12a in a state where the tip of the screw rod 27 screwed to the hanging fixing piece portion 35a of the support frame 12a on the site boundary t side is in contact with the outer wall surface 5a of the side wall 4a. The position of the screw rod 27 in the inner and outer direction with respect to the hanging fixing piece 35a is positioned so that 13a is arranged with no gap from the site boundary t. Thereby, the tip of the screw rod 27 of the support frame 12a is brought into contact with the outer wall surface of the side wall 4a, and the support frame 12a is placed on the side wall 4a, whereby the rising piece 13a of the support frame 12a is It is arranged without gaps at the site boundary t. Here, the screw head 27a of the positioned screw rod 27 is located within the accommodation interval W of the support frame 12a and does not protrude outward from the outer surface of the rising piece 13a. The screw rod 27 is positioned at the construction site according to the separation distance R between the site boundary t and the side wall 4a of the groove 1.

こうして支持枠12a,12bを側壁4a,4b上に載置した後に、連結梁15の端部に溶接された連結片部21の垂下固定片部22に螺合された螺子杆27を、締付方向に螺回操作して、その先端を側壁4bの外壁面5bに圧接させることにより、敷地境界tと反対側の該螺子杆27と、該敷地境界t側の上記螺子杆27との緊締作用を介して、支持枠12a,12bが溝路1の側壁4a,4bに固定される。そして、この固定状態において、支持枠12bの水平片部14b上に、コンクリート96および化粧タイル97からなる舗装材95が連続状に敷設される。尚ここで、本実施例1にあって、連結片35(垂下固定片部35a)、連結片部21(垂下固定片部22)、両側の螺子杆27,27によって、本発明にかかる枠固定手段が構成されている。   After the support frames 12a and 12b are thus placed on the side walls 4a and 4b, the screw rods 27 screwed into the hanging fixing piece 22 of the connecting piece 21 welded to the end of the connecting beam 15 are tightened. And tightening the screw rod 27 on the opposite side of the site boundary t and the screw rod 27 on the site boundary t side by screwing in the direction and pressing the front end thereof to the outer wall surface 5b of the side wall 4b. The support frames 12a and 12b are fixed to the side walls 4a and 4b of the groove 1 via the. And in this fixed state, the pavement material 95 which consists of the concrete 96 and the decorative tile 97 is laid continuously on the horizontal piece part 14b of the support frame 12b. Here, in the first embodiment, the frame fixing according to the present invention is achieved by the connecting piece 35 (the hanging fixing piece portion 35a), the connecting piece portion 21 (the hanging fixing piece portion 22), and the screw rods 27 and 27 on both sides. Means are configured.

かかる本実施例1の構成にあっては、敷地境界t側に配設される支持枠12aに、立ち上がり片部13aの外側面よりも内側方に収容間隔Wをおいて垂下固定片部35aを設け、該収容間隔W内で螺子杆27の螺子頭27aを収容するようにしたものであるから、該立ち上がり片部13aの外側面が敷地境界t側で最も外側に位置する。そして、施工現場によって敷地境界tとの間に夫々異なる離間距離Rをおいて設置された溝路1に対しても、該離間距離Rに応じて、敷地境界t側の螺子杆27の内外方向位置を位置決めすることにより、支持枠12aの立ち上がり片部13aを該敷地境界tに隙間無く配置できる(図1,3参照)。このように敷地境界tに隙間無く配置することにより、上述した従来構成(図10参照)のように敷地境界tとの間に目地sを設ける必要がなく、該目地sを形成するコストや時間を削減できる。さらに、施工後の敷地境界における美観が向上する。   In the configuration of the first embodiment, the support frame 12a disposed on the site boundary t side is provided with the hanging fixing piece portion 35a with an accommodation interval W on the inner side of the outer side surface of the rising piece portion 13a. Since the screw head 27a of the screw rod 27 is accommodated within the accommodation interval W, the outer surface of the rising piece 13a is located on the outermost side on the site boundary t side. And, for the groove 1 installed with a different separation distance R between the site boundary t depending on the construction site, the inside and outside direction of the screw rod 27 on the site boundary t side according to the separation distance R. By positioning the position, the rising piece 13a of the support frame 12a can be disposed on the site boundary t without any gap (see FIGS. 1 and 3). In this way, by arranging without gaps at the site boundary t, it is not necessary to provide the joint s with the site boundary t as in the above-described conventional configuration (see FIG. 10), and the cost and time for forming the joint s. Can be reduced. In addition, the aesthetics at the site boundary after construction is improved.

さらに、溝路1は、敷地境界tに沿って比較的長く配設される場合が多く、その長手方向で、該敷地境界tとの離間距離Rに差が生じ易い。こうした溝路1に対しても、長手方向で変わる離間距離Rに合わせて、敷地境界t側の螺子杆27の内外方向位置を調整することにより、支持枠12aの立ち上がり片部13aを、溝路1の長手方向に亘って容易かつ正確に敷地境界tと隙間無く配置できる。これは、螺子杆27の内外方向位置を夫々変えても、該螺子杆27の螺子頭27aが収容間隔Wに収容されることに因る。このように本実施例1の構成は、溝路1に対して支持枠12aの内外方向位置を調整する調整機能も有している。   Furthermore, the groove 1 is often arranged relatively long along the site boundary t, and a difference in the separation distance R from the site boundary t tends to occur in the longitudinal direction. Also with respect to the groove 1, the rising piece 13 a of the support frame 12 a can be moved to the groove by adjusting the position of the screw rod 27 on the site boundary t side in accordance with the separation distance R that changes in the longitudinal direction. 1 can be easily and accurately arranged without any gap between the site boundary t and the longitudinal direction. This is because the screw head 27a of the screw rod 27 is accommodated in the accommodation interval W even if the position of the screw rod 27 in the inner and outer directions is changed. As described above, the configuration of the first embodiment also has an adjustment function for adjusting the position of the support frame 12 a in the inner and outer directions with respect to the groove 1.

また、本実施例1にあっては、複数の連結梁15の左右両端部が、溝路1の左右の側壁4a,4bの上面に、支持枠12a,12bの水平片部14a,14bを介して乗載されていることから、自動車等の重量の大きなものの荷重が掛かっても、溝路1の左右の側壁4a,4b上に差し渡された連結梁15によって、その荷重に耐える所定の強度を得ることができる。   In the first embodiment, the left and right ends of the plurality of connecting beams 15 are disposed on the upper surfaces of the left and right side walls 4a and 4b of the groove 1 via the horizontal pieces 14a and 14b of the support frames 12a and 12b. Therefore, even when a heavy load such as an automobile is applied, the connecting beam 15 passed over the left and right side walls 4a and 4b of the groove 1 has a predetermined strength that can withstand the load. Can be obtained.

実施例2の溝路用支持装置11Bは、図4,5に示すように、敷地境界t側に配設される支持枠12aの水平片部14aに嵌入孔41が形成され、該嵌入孔41に矩形平板状の連結片45を嵌め合わせて垂設したものである。尚、こうした嵌入孔41および連結片45の他の構成は、上述した実施例1と同じであることから、同じ構成要素には同じ符号を記し、重複する説明を省略した。   As shown in FIGS. 4 and 5, the groove support device 11 </ b> B according to the second embodiment has an insertion hole 41 formed in the horizontal piece 14 a of the support frame 12 a disposed on the site boundary t side. A rectangular flat plate-like connecting piece 45 is fitted and suspended. In addition, since the other structure of such insertion hole 41 and the connection piece 45 is the same as Example 1 mentioned above, the same code | symbol was described to the same component and the overlapping description was abbreviate | omitted.

嵌入孔41は、連結片45を嵌め合わせることができる矩形状をなし、支持枠12aの水平片部14aを上下方向に貫通している。この嵌入孔41は、支持枠12aの長手方向両端部に夫々形成されており、夫々の長手方向位置は、該支持枠12aの長手方向両端部に夫々配設された二個の連結梁15,15と夫々同じ位置である。換言すれば、支持枠12aの嵌入孔41と、支持枠12bの長手方向両端部の貫通孔16とは、長手方向で同じ位置にある。さらに、この嵌入孔41は、支持枠12aの立ち上がり片部13aの外側面から内側方に所定間隔をおいた位置に形成されており、この所定間隔が、上述した実施例1と同様の収容間隔Wに設定されている。   The fitting hole 41 has a rectangular shape in which the connecting piece 45 can be fitted, and penetrates the horizontal piece portion 14a of the support frame 12a in the vertical direction. The insertion holes 41 are respectively formed at both ends in the longitudinal direction of the support frame 12a, and the respective longitudinal positions thereof are two connecting beams 15, respectively disposed at both ends in the longitudinal direction of the support frame 12a. 15 and the same position. In other words, the insertion hole 41 of the support frame 12a and the through holes 16 at both ends in the longitudinal direction of the support frame 12b are at the same position in the longitudinal direction. Furthermore, the insertion hole 41 is formed at a position spaced a predetermined distance inward from the outer surface of the rising piece 13a of the support frame 12a. This predetermined distance is the same as the above-described accommodation interval in the first embodiment. W is set.

連結片45は、鋼材等の金属製の矩形状平板からなり、その上端部が嵌入孔41に嵌め合わされて、溶接によって水平片部14aに接合される。こうして、連結片45は水平片部14aに垂設され、該水平片部14aから下方に垂下された部位により、本発明にかかる垂下固定片部45aが構成される。この垂下固定片部45aは、溝路1の側壁4aの外側方で該側壁4aの外壁面5aに沿うように支持枠12aから垂下されると共に、該支持枠12aの立ち上がり片部13aの外側面から内側方に収容間隔Wをおいた位置に設けられる。そして、支持枠12aの長手方向両端部に形成された嵌入孔41に夫々嵌め合わされた連結片45の垂下固定片部45aは、該支持枠12aの長手方向両端部に連結された連結梁15の連結片部21の垂下固定片部22と、互いに対向する。   The connecting piece 45 is made of a rectangular plate made of metal such as steel, and the upper end portion thereof is fitted into the insertion hole 41 and joined to the horizontal piece portion 14a by welding. Thus, the connecting piece 45 is suspended from the horizontal piece portion 14a, and the hanging-down fixing piece portion 45a according to the present invention is constituted by a portion that is suspended downward from the horizontal piece portion 14a. The hanging fixed piece 45a is suspended from the support frame 12a on the outer side of the side wall 4a of the groove 1 along the outer wall surface 5a of the side wall 4a, and the outer side surface of the rising piece 13a of the support frame 12a. Is provided at a position with an accommodation interval W inward from the inside. The hanging fixing piece 45a of the connecting piece 45 fitted in the insertion hole 41 formed at both ends in the longitudinal direction of the support frame 12a is connected to the connecting beam 15 connected to both ends in the longitudinal direction of the support frame 12a. The hanging fixed piece 22 of the connecting piece 21 faces each other.

こうした連結片45の垂下固定片部45aには、上述した実施例1と同様に、螺子杆27が螺合されており、該螺子杆27の螺子頭27aが収容間隔W内に収容される。   A screw rod 27 is screwed onto the hanging fixing piece 45a of the connecting piece 45, and the screw head 27a of the screw rod 27 is accommodated within the accommodation interval W, as in the first embodiment.

本実施例2の溝路用支持装置11Bは、施工に際して、上述した実施例1と同様に、左右の支持枠12a,12bを、該支持枠12aの立ち上がり片部13aが敷地境界tに隙間無く配置されるように、溝路1の側壁4a,4b上に載置した後に、該敷地境界tと反対側の螺子杆27を螺回操作することにより、該支持枠12a,12bが側壁4a,4bに固定される。かかる構成にあっても、実施例1と同様に、敷地境界t側の螺子杆27の内外方向位置を、該敷地境界tと溝路1との離間距離Rに合わせて位置決めすることにより、当該螺子杆27の螺子頭27aを収容間隔Wに収容して、支持枠12aの立ち上がり片部13aを該敷地境界tに隙間無く配置することができる。これにより、敷地境界tに目地sを設ける必要が無く、該目地sを形成するためのコストや時間を削減できると共に、施工後の敷地境界における美観が向上する。さらに、本実施例2にあっても、溝路1に対して支持枠12aの内外方向位置を調整できることから、溝路1の長手方向に亘って容易かつ正確に敷地境界tと隙間無く配置できる。   In the construction, the groove supporting device 11B according to the second embodiment has the left and right support frames 12a and 12b, and the rising piece 13a of the support frame 12a has no gap at the site boundary t, as in the first embodiment. After being placed on the side walls 4a, 4b of the groove 1 so as to be arranged, the support frames 12a, 12b are turned into the side walls 4a, 12b by screwing the screw rods 27 on the side opposite to the site boundary t. It is fixed to 4b. Even in such a configuration, similarly to the first embodiment, by positioning the position of the screw rod 27 on the site boundary t side in accordance with the separation distance R between the site boundary t and the groove 1, The screw head 27a of the screw rod 27 is accommodated in the accommodation interval W, and the rising piece 13a of the support frame 12a can be arranged at the site boundary t without a gap. Thereby, it is not necessary to provide the joint s at the site boundary t, the cost and time for forming the joint s can be reduced, and the aesthetics at the site boundary after construction is improved. Further, even in the second embodiment, since the position of the support frame 12a in the inner and outer directions can be adjusted with respect to the groove 1, it can be easily and accurately disposed in the longitudinal direction of the groove 1 with no gap between the site boundary t. .

また、本実施例2の構成は、連結片45の上端部を水平片部14aの嵌入孔41に嵌め合わせて接合するものであるから、該連結片45の垂下固定片部45aが支持枠12aにしっかりと固定される。さらに、連結片45を嵌入孔41に嵌め合わせることで、垂下固定片部45aを所定位置に容易且つ正確に位置決めできる。そして、垂下固定片部45aの位置決め作業を要せず、該作業にかかるコストと時間を削減できる。   Moreover, since the structure of the present Example 2 joins the upper end part of the connection piece 45 by fitting in the insertion hole 41 of the horizontal piece part 14a, the hanging fixing piece part 45a of this connection piece 45 is the support frame 12a. It is firmly fixed to. Furthermore, by fitting the connecting piece 45 into the insertion hole 41, the hanging fixing piece 45a can be easily and accurately positioned at a predetermined position. And the positioning work of the hanging fixed piece 45a is not required, and the cost and time required for the work can be reduced.

実施例3の溝路用支持装置11Cは、図6〜8に示すように、支持枠12aの長手方向両端部に夫々配設される連結梁15の、敷地境界t側の端部に、該支持枠12aに形成された嵌入孔51に嵌め合わされる連結片55が接合され、該連結片55の下部が該支持枠12aの下方に垂下されてなるものである。尚、こうした連結片55および嵌入孔51の他の構成は、上述した実施例1と同じであることから、同じ構成要素には同じ符号を記し、重複する説明を省略した。   As shown in FIGS. 6 to 8, the groove supporting device 11 </ b> C according to the third embodiment is provided at the end on the site boundary t side of the connecting beams 15 respectively disposed at both ends in the longitudinal direction of the support frame 12 a. A connecting piece 55 to be fitted in a fitting hole 51 formed in the support frame 12a is joined, and a lower portion of the connecting piece 55 is suspended below the support frame 12a. In addition, since the other structure of such a connection piece 55 and the insertion hole 51 is the same as Example 1 mentioned above, the same code | symbol was described to the same component and the overlapping description was abbreviate | omitted.

支持枠12aの嵌入孔51は、立ち上がり片部13aの下部に、略矩形状で外側方および下方に開口形成されてなり、該支持枠12aの長手方向両端部に夫々設けられている。各嵌入孔51は、支持枠12bの立ち上がり片部13bに設けられた長手方向両端部の各貫通孔16と夫々対向する位置に、設けられている。   The insertion holes 51 of the support frame 12a are formed in a substantially rectangular shape at the lower part of the rising piece part 13a and open outward and downward, and are respectively provided at both ends in the longitudinal direction of the support frame 12a. Each insertion hole 51 is provided at a position facing each through hole 16 at both ends in the longitudinal direction provided in the rising piece 13b of the support frame 12b.

上記の嵌入孔51に嵌め合わされる連結片55は、該嵌入孔51に嵌入される嵌合部55bと、該嵌合部55bの下端から内方へ連成された連成部55cと、該連成部55cの内側端から下方へ連成された垂下部55aとからなる。ここで、連結片55の嵌合部55bは、支持枠12aの嵌入孔51に嵌め合わされる略矩形状をなし、該嵌合部55bの外側面が立ち上がり片部13aの外側面と略面一となるように、該嵌入孔51に嵌め合わされる。また、連成部55cは、嵌合部55bから内方へ向かって設けられており、垂下部55aは、立ち上がり片部13aの外側面から内側方に所定間隔をおいた位置で垂下する。ここで、この所定間隔が、上述した実施例1と同様の収容間隔Wとなるように、連成部55cの内外方向幅が設定されている。これにより、垂下部55aは、立ち上がり片部13aの外側面から内側方に収容間隔Wをおいた位置で、溝路1の側壁4aの外壁面5aに沿って垂下される。この垂下部55aが、本発明にかかる垂下固定片部55aである。尚、本実施例3にあって、連結片55は、鋼材等の金属製の平板を屈曲させて形成されるものや、三枚の平板を夫々接合させて形成されるもの等が適用できる。   The connecting piece 55 fitted into the fitting hole 51 includes a fitting portion 55b fitted into the fitting hole 51, a coupling portion 55c coupled inward from the lower end of the fitting portion 55b, It comprises a hanging portion 55a coupled downward from the inner end of the coupling portion 55c. Here, the fitting portion 55b of the connecting piece 55 has a substantially rectangular shape fitted into the fitting hole 51 of the support frame 12a, and the outer surface of the fitting portion 55b is substantially flush with the outer surface of the rising piece portion 13a. It fits in this insertion hole 51 so that it may become. The coupling portion 55c is provided inward from the fitting portion 55b, and the hanging portion 55a hangs at a position spaced from the outer surface of the rising piece portion 13a to the inside. Here, the inner and outer widths of the coupling portion 55c are set so that the predetermined interval becomes the same accommodation interval W as in the first embodiment. Thereby, the drooping portion 55a is hung along the outer wall surface 5a of the side wall 4a of the groove 1 at a position with the accommodation interval W inward from the outer surface of the rising piece 13a. This hanging portion 55a is the hanging fixing piece 55a according to the present invention. In the third embodiment, the connecting piece 55 may be formed by bending a flat plate made of metal such as a steel material, or formed by joining three flat plates.

各連結片55は、嵌合部55bの内側面に、支持枠12aの長手方向両側部に夫々配設される連結梁15の端部が溶接によって接合される。これにより、連結梁15は、敷地境界t側の端部に連結片55が設けられ、且つ他側の端部に連結片部21が設けられてなり、連結片55の垂下固定片部55aと連結片部21の垂下固定片部22とが互いに対向する。   Each connecting piece 55 is joined to the inner side surface of the fitting portion 55b by welding the ends of the connecting beams 15 disposed on both sides in the longitudinal direction of the support frame 12a. As a result, the connecting beam 15 has the connecting piece 55 provided at the end on the site boundary t side and the connecting piece 21 provided at the other end, and the hanging fixed piece 55a of the connecting piece 55 The hanging fixed piece 22 of the connecting piece 21 faces each other.

さらに、連結片55の垂下固定片部55aには、上述した実施例1と同様に、螺子杆27が螺合されており、該螺子杆27の螺子頭27aが収容間隔W内に収容される。   Further, the screw rod 27 is screwed onto the hanging fixing piece portion 55a of the connecting piece 55, and the screw head 27a of the screw rod 27 is accommodated within the accommodation interval W. .

本実施例3の溝路用支持装置11Cは、施工に際して、上述した実施例1と同様に、左右の支持枠12a,12bを、該支持枠12aの立ち上がり片部13aが敷地境界tに隙間無く配置されるように、溝路1の側壁4a,4b上に載置した後に、該敷地境界tと反対側の螺子杆27を螺回操作することにより、該支持枠12a,12bが側壁4a,4bに固定される。かかる構成にあっても、実施例1と同様に、敷地境界t側の螺子杆27の内外方向位置を、該敷地境界tと溝路1との離間距離Rに合わせて位置決めすることにより、当該螺子杆27の螺子頭27aを収容間隔Wに収容して、支持枠12aの立ち上がり片部13aを該敷地境界tに隙間無く配置することができる。これにより、敷地境界tに目地sを設ける必要が無く、該目地sを形成するためのコストや時間を削減できると共に、施工後の敷地境界における美観が向上する。さらに、本実施例3にあっても、溝路1に対して支持枠12aの内外方向位置を調整できることから、溝路1の長手方向に亘って容易かつ正確に敷地境界tと隙間無く配置できる。   In the construction of the groove support device 11C of the third embodiment, the left and right support frames 12a and 12b are connected to each other so that the rising piece 13a of the support frame 12a has no gap at the site boundary t, as in the first embodiment. After being placed on the side walls 4a, 4b of the groove 1 so as to be arranged, the support frames 12a, 12b are turned into the side walls 4a, 12b by screwing the screw rods 27 on the side opposite to the site boundary t. It is fixed to 4b. Even in such a configuration, similarly to the first embodiment, by positioning the position of the screw rod 27 on the site boundary t side in accordance with the separation distance R between the site boundary t and the groove 1, The screw head 27a of the screw rod 27 is accommodated in the accommodation interval W, and the rising piece 13a of the support frame 12a can be arranged at the site boundary t without a gap. Thereby, it is not necessary to provide the joint s at the site boundary t, the cost and time for forming the joint s can be reduced, and the aesthetics at the site boundary after construction is improved. Furthermore, even in the third embodiment, since the position of the support frame 12a in the inner and outer directions can be adjusted with respect to the groove 1, it can be easily and accurately disposed in the longitudinal direction of the groove 1 with no gap between the site boundary t. .

また、本実施例3の構成は、連結片55が連結梁15の端部に接合されたものであることから、該連結片55の垂下固定片部55aが該連結梁15を介して支持枠12aにしっかりと固定される。さらに、連結片55は、支持枠12aの嵌入孔51に嵌め合わせることで、垂下固定片部55aを所定位置に正確かつ容易に位置決めできる。   Further, in the configuration of the third embodiment, since the connecting piece 55 is joined to the end portion of the connecting beam 15, the hanging fixed piece portion 55 a of the connecting piece 55 is supported via the connecting beam 15. It is firmly fixed to 12a. Furthermore, the connecting piece 55 can be accurately and easily positioned at a predetermined position by fitting the connecting piece 55 into the insertion hole 51 of the support frame 12a.

実施例4の溝路用支持装置11Dは、図9に示すように、支持枠12aの長手方向両端部に夫々配設される連結梁15の、敷地境界t側の端部に、矩形平板状の連結片65が接合され、さらに、該連結片65の下部が、該支持枠12aの水平片部14aに下方開口された嵌入孔41を介して下方に垂下されてなるものである。尚、こうした連結片65の他の構成は、上述した実施例2と同じであることから、同じ構成要素には同じ符号を記し、重複する説明を省略した。   As shown in FIG. 9, the groove supporting device 11D according to the fourth embodiment has a rectangular flat plate shape at the end on the site boundary t side of the connecting beams 15 respectively disposed at both ends in the longitudinal direction of the support frame 12a. The connecting piece 65 is joined, and the lower part of the connecting piece 65 is suspended downward through the fitting hole 41 opened downward to the horizontal piece portion 14a of the support frame 12a. In addition, since the other structure of such a connection piece 65 is the same as Example 2 mentioned above, the same code | symbol was described to the same component and the overlapping description was abbreviate | omitted.

支持枠12aの水平片部14aに設けられた嵌入孔41は、実施例2と同様に、対向する支持枠12bの長手方向両端部の貫通孔16と、長手方向で同位置に夫々形成される。そして、嵌入孔41は、連結片55を嵌め合わせることができる矩形状で、上下方向に貫通形成されてなる。さらに、嵌入孔41と、支持枠12aの立ち上がり片部13aの外側面との内外方向の間隔が、上述した実施例2と同様の収容間隔Wに設定されている。   The insertion holes 41 provided in the horizontal piece 14a of the support frame 12a are respectively formed at the same positions in the longitudinal direction as the through holes 16 at both ends in the longitudinal direction of the opposing support frame 12b, as in the second embodiment. . And the insertion hole 41 is the rectangular shape which can fit together the connection piece 55, and is penetrated and formed in the up-down direction. Furthermore, the inner and outer intervals between the insertion hole 41 and the outer surface of the rising piece 13a of the support frame 12a are set to the same accommodation interval W as in the second embodiment.

連結片65は、連結梁15に接合される接合上部65bと、該接合上部から下方に連成された垂下固定片部65aとからなり、該接合上部65bの内側面に、該連結梁15の敷地境界t側の端部が溶接によって接合されて、該垂下固定片部65aが該連結梁15の当該端部から下方に垂下されている。これにより、連結梁15は、敷地境界t側の端部に連結片65が設けられ、且つ他方の端部に連結片部21が設けられてなり、連結片65の垂下固定片部65aと連結片部21の垂下固定片部22とが互いに対向する。   The connecting piece 65 includes a joining upper part 65b joined to the joining beam 15, and a hanging fixing piece part 65a joined downward from the joining upper part, and on the inner side surface of the joining upper part 65b, The end on the site boundary t side is joined by welding, and the hanging fixing piece 65a is suspended downward from the end of the connecting beam 15. Thereby, the connecting beam 15 is provided with the connecting piece 65 at the end on the site boundary t side and the connecting piece 21 at the other end, and is connected to the hanging fixed piece 65 a of the connecting piece 65. The hanging fixing piece 22 of the piece 21 faces each other.

連結片65が接合された連結梁15は、該連結片65を、支持枠12aの水平片部14aの嵌入孔41に上方から挿通させて、該水平片部14aの上面に載置される。そして、連結梁15が水平片部14aに溶接によって接合される。これにより、連結片65が嵌入孔41に嵌め合わされて、垂下固定片部65aが、該嵌入孔41を介して水平片部14aの下方に垂下される。さらに、連結片65の垂下固定片部65aには、上述した実施例1と同様に、螺子杆27が螺合されており、該螺子杆27の螺子頭27aが収容間隔W内に収容される。   The connecting beam 15 to which the connecting piece 65 is joined is placed on the upper surface of the horizontal piece portion 14a by inserting the connecting piece 65 from above into the insertion hole 41 of the horizontal piece portion 14a of the support frame 12a. Then, the connecting beam 15 is joined to the horizontal piece 14a by welding. As a result, the connecting piece 65 is fitted into the insertion hole 41, and the hanging fixing piece 65 a is suspended below the horizontal piece 14 a through the insertion hole 41. Further, a screw rod 27 is screwed onto the hanging fixing piece portion 65a of the connecting piece 65, and the screw head 27a of the screw rod 27 is accommodated within the accommodation interval W. .

本実施例4の溝路用支持装置11Dは、施工に際して、上述した実施例1と同様に、左右の支持枠12a,12bを、該支持枠12aの立ち上がり片部13aが敷地境界tに隙間無く配置されるように、溝路1の側壁4a,4b上に載置した後に、該敷地境界tと反対側の螺子杆27を螺回操作することにより、該支持枠12a,12bが側壁4a,4bに固定される。かかる構成にあっても、実施例1と同様に、敷地境界t側の螺子杆27の内外方向位置を、該敷地境界tと溝路1との離間距離Rに合わせて位置決めすることにより、当該螺子杆27の螺子頭27aを収容間隔Wに収容して、支持枠12aの立ち上がり片部13aを該敷地境界tに隙間無く配置することができる。これにより、敷地境界tに目地sを設ける必要が無く、該目地sを形成するためのコストや時間を削減できると共に、施工後の敷地境界における美観が向上する。さらに、本実施例4にあっても、溝路1に対して支持枠12aの内外方向位置を調整できることから、溝路1の長手方向に亘って容易かつ正確に敷地境界tと隙間無く配置できる。   In the construction, the support device 11D for the groove of the fourth embodiment has the left and right support frames 12a and 12b, and the rising piece portion 13a of the support frame 12a has no gap at the site boundary t, as in the first embodiment. After being placed on the side walls 4a, 4b of the groove 1 so as to be arranged, the support frames 12a, 12b are turned into the side walls 4a, 12b by screwing the screw rods 27 on the side opposite to the site boundary t. It is fixed to 4b. Even in such a configuration, similarly to the first embodiment, by positioning the position of the screw rod 27 on the site boundary t side in accordance with the separation distance R between the site boundary t and the groove 1, The screw head 27a of the screw rod 27 is accommodated in the accommodation interval W, and the rising piece 13a of the support frame 12a can be arranged at the site boundary t without a gap. Thereby, it is not necessary to provide the joint s at the site boundary t, the cost and time for forming the joint s can be reduced, and the aesthetics at the site boundary after construction is improved. Furthermore, even in the fourth embodiment, since the position of the support frame 12a in the inner and outer directions can be adjusted with respect to the groove 1, it can be easily and accurately arranged in the longitudinal direction of the groove 1 with no gap between the site boundary t. .

さらに、本実施例4の構成は、連結片65が連結梁15の端部に接合されたものであることから、該連結片65の垂下固定片部65aが該連結梁15を介して支持枠12aにしっかりと固定される。さらに、連結片65は、支持枠12aの嵌入孔41に嵌め合わせることで、垂下固定片部65aを所定位置に正確かつ容易に位置決めできる。   Furthermore, in the configuration of the fourth embodiment, since the connecting piece 65 is joined to the end of the connecting beam 15, the hanging fixing piece 65 a of the connecting piece 65 is supported via the connecting beam 15. It is firmly fixed to 12a. Furthermore, the connecting piece 65 can be accurately and easily positioned at a predetermined position by fitting the connecting piece 65 into the insertion hole 41 of the support frame 12a.

本発明にあっては、上述した実施例1〜4に限定されるものではなく、上述した実施例以外の構成についても本発明の趣旨の範囲内で適宜変更して実施可能である。
例えば、実施例1の別例として、断面伏L形の連結片に代えて、実施例2と同様の矩形平板状の連結片を支持枠12aの水平片部14aの下面に接合した構成としても良い。また、実施例3の別例として、連結片と連結梁の端部とを接合しない構成としても良い。また、実施例2の別例として、平板の連結片に代えて、断面伏L形の連結片を、支持枠12aの水平片部14aの嵌入孔41に上方から嵌め合わせる構成としても良い。この構成では、断面伏L形の連結片が、水平片部14aの上面に載置される乗載部と、該乗載部の一側端から下方に連成された垂下部とから構成されてなり、垂下部の、嵌入孔41を介して下方に垂下する部位によって、垂下固定片部が構成される。そして、この構成では、嵌入孔41が、水平片部14a上に配される連結梁15と長手方向で隣接する位置に形成される。
In the present invention, the present invention is not limited to the first to fourth embodiments described above, and configurations other than the above-described embodiments can be implemented with appropriate modifications within the scope of the present invention.
For example, as another example of the first embodiment, a rectangular flat plate-like connection piece similar to that of the second embodiment may be joined to the lower surface of the horizontal piece portion 14a of the support frame 12a instead of the L-shaped connection piece. good. As another example of the third embodiment, the connection piece and the end of the connection beam may not be joined. Further, as another example of the second embodiment, instead of a flat plate connecting piece, a connecting piece having a cross-section L shape may be fitted from above into the fitting hole 41 of the horizontal piece portion 14a of the support frame 12a. In this configuration, the L-shaped connecting piece is composed of a mounting part placed on the upper surface of the horizontal piece part 14a and a hanging part coupled downward from one end of the mounting part. The hanging fixing piece is configured by the portion of the hanging portion that hangs downward through the insertion hole 41. And in this structure, the insertion hole 41 is formed in the position adjacent to the connection beam 15 distribute | arranged on the horizontal piece part 14a in a longitudinal direction.

また、上述した実施例1〜4にあっては、敷地境界t側の垂下固定片部に、螺子頭27aを有する螺子杆27を螺合した構成であるが、これに限らず、全螺子タイプの螺子杆を螺合するようにしても良い。この全螺子タイプの螺子杆を用いる場合にあっても、該螺子杆の外端部を収容する収容間隔Wが設定される。   Moreover, in Examples 1-4 mentioned above, although it is the structure which screwed the screw rod 27 which has the screw head 27a to the drooping fixed piece part by the side of site t, it is not restricted to this, All screw types The screw rods may be screwed together. Even when this all screw type screw rod is used, the accommodation interval W for accommodating the outer end portion of the screw rod is set.

また、上述した実施例1〜4にあっては、支持枠12aの長手方向両端部に連結片を設けた構成であるが、これに限らず、連結片の配設個数は適宜設定できる。例えば、支持枠を連結する全ての連結梁に連結片部を設け、全ての連結片部に夫々対向するように連結片を配設する構成としても良い。   Moreover, in Examples 1-4 mentioned above, although it is the structure which provided the connection piece in the longitudinal direction both ends of the support frame 12a, not only this but the arrangement | positioning number of connection pieces can be set suitably. For example, it is good also as a structure which provides a connection piece part in all the connection beams which connect a support frame, and arrange | positions a connection piece so that all the connection piece parts may be opposed, respectively.

また、上述した実施例1〜4は、左右の支持枠12a,12bの両立ち上がり片部13a,13b間に形成される通水部9を、溝路1の幅よりも狭く且つ敷地境界t寄りに設ける構成としたが、これに限らず、通水部を溝路1の幅と略同じとするように形成した構成とすることもできる。この場合には、敷地境界t側の側壁4aに載置される支持枠12aと、同じ断面略L形の支持枠を他方の側壁4bに載置する。さらに、こうした他方の側壁4bに載置する支持枠は、実施例1〜4の支持枠12aと同様に連結片が配設された構成とすることも可能である。   Further, in the first to fourth embodiments described above, the water flow portion 9 formed between the rising portions 13a and 13b of the left and right support frames 12a and 12b is narrower than the width of the groove 1 and close to the site boundary t. However, the present invention is not limited to this, and the water passing portion may be formed to be substantially the same as the width of the groove 1. In this case, the support frame 12a placed on the side wall 4a on the site boundary t side and the support frame having the same substantially L-shaped cross section are placed on the other side wall 4b. Further, the support frame placed on the other side wall 4b may be configured such that a connecting piece is disposed similarly to the support frame 12a of the first to fourth embodiments.

一方、実施例1〜4(および別例)で例示した本発明の溝路支持装置は、上述したように、支持枠の立ち上がり片部を敷地境界に隙間無く配置できるものであるが、当然ながら、該敷地境界との間に隙間を設けて配置することも可能である。例えば、施工の際に、敷地境界にできるだけ近接するように掘削すると、誤って越境してしまうリスクがあることから、こうした越境のリスクを避けて、敷地境界との間に十分な間隔を有して掘削する場合もある。この場合には、本発明の溝路用支持装置を、敷地境界との間に隙間をおいて配設することもあり得るため、該隙間に目地を設けることになってしまう。しかしながら、上述した従来構成では、目地の幅(敷地境界との間隔)をある程度広く設ける必要があったが、本発明の構成によれば、目地の幅を可及的に狭くすることができる。具体的には、図10の従来構成では、支持枠112aの立ち上がり片部113aよりも外側に垂下部119と螺子杆120の螺子頭とが位置するため、目地の幅が少なくとも15〜30mm程度必要であったが、本発明の構成では、上述したように支持枠12aの立ち上がり片部13aが最も外側に位置することから、目地の幅を10mm以下にすることができる。さらにまた、こうした目地を設ける場合にあっても、本発明の構成によれば、上述したように内外方向位置の調整機能を有していることから、溝路の長手方向に亘って、敷地境界との間隔(目地の幅)を略一定に保つことが可能である。このように、本発明の溝路支持装置によれば、施工現場によって目地を設けることとなった場合でも、該目地の幅を可及的に狭くでき且つ該目地の幅を略一定にできることから、従来構成に比して外観を良くできる。   On the other hand, as described above, the groove support device of the present invention exemplified in Examples 1 to 4 (and another example) can arrange the rising piece of the support frame without gaps on the site boundary. It is also possible to provide a gap with the site boundary. For example, when excavating as close as possible to the site boundary during construction, there is a risk of crossing the border by mistake.Therefore, avoid such a risk of crossing the border and have a sufficient distance from the site boundary. There is also a case of drilling. In this case, the groove supporting device of the present invention may be provided with a gap between the site boundary and the joint is provided in the gap. However, in the above-described conventional configuration, it is necessary to provide the joint width (interval with the site boundary) to some extent, but according to the configuration of the present invention, the joint width can be reduced as much as possible. Specifically, in the conventional configuration of FIG. 10, since the hanging portion 119 and the screw head of the screw rod 120 are located outside the rising piece portion 113a of the support frame 112a, the joint width needs to be at least about 15 to 30 mm. However, in the configuration of the present invention, since the rising piece 13a of the support frame 12a is located on the outermost side as described above, the width of the joint can be reduced to 10 mm or less. Furthermore, even in the case where such joints are provided, according to the configuration of the present invention, since it has the function of adjusting the position in the inner and outer directions as described above, the boundary of the site extends in the longitudinal direction of the groove. (Interval width) can be kept substantially constant. Thus, according to the groove support device of the present invention, even when a joint is to be provided at the construction site, the width of the joint can be made as narrow as possible and the width of the joint can be made substantially constant. The appearance can be improved as compared with the conventional configuration.

1 溝路
4a,4b 側壁
9 通水部
11A,11B,11C,11D 溝路用支持装置
12a,12b 支持枠
13a,13b 立ち上がり片部
14a,14b 水平片部
15 連結梁
22 垂下固定片部
27 螺子杆
27a 螺子頭(螺子杆の外端部)
41,51 嵌入孔
35,45,55,65 連結片
35a,45a,55a,65a 垂下固定片部
55b 嵌合部
t 敷地境界
W 収容間隔
DESCRIPTION OF SYMBOLS 1 Groove 4a, 4b Side wall 9 Water flow part 11A, 11B, 11C, 11D Groove support apparatus 12a, 12b Support frame 13a, 13b Standing piece part 14a, 14b Horizontal piece part 15 Connection beam 22 Hanging fixing piece part 27 Screw A 27a Screw head (outer end of screw 杆)
41, 51 Insertion hole 35, 45, 55, 65 Connecting piece 35a, 45a, 55a, 65a Suspension fixing piece 55b Fitting part t Site boundary W Storage interval

Claims (4)

溝路を構成する左右の側壁に夫々乗載される水平片部と各水平片部の一側端に連成された立ち上がり片部とを備え、該溝路の上部で所定間隔をおいて対向状に配置された両立ち上がり片部の間に通水部を形成する一対の支持枠と、
該支持枠の長手方向に所定間隔で配設され、両支持枠を連結する複数の連結梁と、
両支持枠に夫々連結される一対の垂下固定片部と各垂下固定片部に夫々螺合される螺子杆とを備え、両垂下固定片部を左右の側壁の外側に位置させて、垂下固定片部対の各螺子杆によって両側壁を挟持することにより、両支持枠を溝路の側壁に固定する枠固定手段と
を備えた溝路用支持装置において、
少なくとも一方の垂下固定片部は、前記支持枠の立ち上がり片部の外側面よりも内側方に設けられ、
当該立ち上がり片部の外側面と当該垂下固定片部との内外方向の間隔を、当該垂下固定片部に螺合された螺子杆が当該立ち上がり片部の外側面よりも外側方に突出しないように、当該螺子杆の少なくとも外端部を収容する収容間隔としたことを特徴とする溝路用支持装置。
A horizontal piece portion mounted on each of the left and right side walls constituting the groove path and a rising piece portion coupled to one side end of each horizontal piece portion, facing each other at a predetermined interval above the groove path A pair of support frames forming a water flow portion between both rising pieces arranged in a shape;
A plurality of connecting beams arranged at predetermined intervals in the longitudinal direction of the support frame and connecting both support frames;
A pair of hanging fixing pieces connected to both support frames and a screw rod screwed to each hanging fixing piece, respectively, and both hanging fixing pieces are positioned outside the left and right side walls, In a groove support device comprising frame fixing means for fixing both support frames to the side walls of the groove by sandwiching both side walls with each pair of screw rods,
At least one hanging fixing piece is provided on the inner side of the outer surface of the rising piece of the support frame,
The interval between the outer surface of the rising piece and the hanging fixing piece is set so that the screw rod screwed to the hanging fixing piece does not protrude outward from the outer surface of the rising piece. The groove supporting device is characterized by having an accommodation interval for accommodating at least the outer end portion of the screw rod.
支持枠の立ち上がり片部の外側面から収容間隔をおいて設けられた垂下固定片部は、当該支持枠の水平片部の下面に接合された連結片の、該水平片部から下方へ垂下された部位により構成されていることを特徴とする請求項1に記載の溝路用支持装置。   The hanging fixing piece provided at an accommodation interval from the outer surface of the rising piece of the support frame is hung downward from the horizontal piece of the connecting piece joined to the lower surface of the horizontal piece of the supporting frame. The groove supporting device according to claim 1, wherein the groove supporting device is configured by a portion. 支持枠の水平片部に形成され、下方に開口する嵌入孔と、
該嵌入孔に嵌め合わされて当該支持枠に連結される連結片と
を備え、
支持枠の立ち上がり片部の外側面から収容間隔をおいて設けられた垂下固定片部は、該嵌入孔に嵌め合わされた連結片の、当該水平片部から下方に垂下される部位により構成されていることを特徴とする請求項1に記載の溝路用支持装置。
An insertion hole formed in the horizontal piece of the support frame and opening downward;
A coupling piece fitted into the insertion hole and coupled to the support frame;
The hanging fixing piece portion provided at an accommodation interval from the outer surface of the rising piece portion of the support frame is configured by a portion of the connecting piece fitted in the fitting hole that hangs downward from the horizontal piece portion. The groove supporting apparatus according to claim 1, wherein the groove supporting apparatus is provided.
支持枠の立ち上がり片部の下部に形成され、外側方および下方に開口する嵌入孔と、
該嵌入孔に嵌め合わされる嵌合部と該嵌合部の下端から内方へ延成される部位を介して下方に延成される垂下部とからなる連結片と
を備え、
支持枠の立ち上がり片部の外側面から収容間隔をおいて設けられた垂下固定片部は、該嵌入孔に嵌め合わされた連結片の垂下部により構成されていることを特徴とする請求項1に記載の溝路用支持装置。
An insertion hole formed at the lower part of the rising piece of the support frame and opening outward and downward;
A coupling piece comprising a fitting portion fitted into the fitting hole and a hanging portion extending downward through a portion extending inward from the lower end of the fitting portion;
The hanging fixing piece portion provided at an accommodation interval from the outer surface of the rising piece portion of the support frame is constituted by a hanging portion of a connecting piece fitted into the fitting hole. The groove support apparatus described.
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019090281A (en) * 2017-11-16 2019-06-13 エムシー産業株式会社 Installation structure and construction method of the same

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07286358A (en) * 1994-04-19 1995-10-31 Chichibu Concrete Kogyo Kk Drainage canal structure
JP2003003558A (en) * 2001-06-19 2003-01-08 Itaya Honten:Kk Drainage structure
US20110008104A1 (en) * 2009-07-08 2011-01-13 Balco, Inc. Grating system
JP2011132747A (en) * 2009-12-25 2011-07-07 Kaneso Co Ltd Fixing device of ditch-cover receiving frame

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07286358A (en) * 1994-04-19 1995-10-31 Chichibu Concrete Kogyo Kk Drainage canal structure
JP2003003558A (en) * 2001-06-19 2003-01-08 Itaya Honten:Kk Drainage structure
US20110008104A1 (en) * 2009-07-08 2011-01-13 Balco, Inc. Grating system
JP2011132747A (en) * 2009-12-25 2011-07-07 Kaneso Co Ltd Fixing device of ditch-cover receiving frame

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019090281A (en) * 2017-11-16 2019-06-13 エムシー産業株式会社 Installation structure and construction method of the same

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