JPH04128035U - trough mount - Google Patents
trough mountInfo
- Publication number
- JPH04128035U JPH04128035U JP2608491U JP2608491U JPH04128035U JP H04128035 U JPH04128035 U JP H04128035U JP 2608491 U JP2608491 U JP 2608491U JP 2608491 U JP2608491 U JP 2608491U JP H04128035 U JPH04128035 U JP H04128035U
- Authority
- JP
- Japan
- Prior art keywords
- trough
- shaped steel
- pile
- embedded
- receiving part
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 43
- 239000010959 steel Substances 0.000 claims abstract description 43
- 238000003825 pressing Methods 0.000 claims abstract description 14
- 239000002184 metal Substances 0.000 claims description 14
- 229910052751 metal Inorganic materials 0.000 claims description 14
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 46
- 229910052742 iron Inorganic materials 0.000 description 23
- 230000003014 reinforcing effect Effects 0.000 description 8
- 238000009415 formwork Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 244000309464 bull Species 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 210000002784 stomach Anatomy 0.000 description 1
- 238000012876 topography Methods 0.000 description 1
Landscapes
- Laying Of Electric Cables Or Lines Outside (AREA)
Abstract
(57)【要約】
【目的】 現場における作業が簡単で、かつ、強度的に
も優れたトラフ架台を提供する。
【構成】 複数のトラフ支杭を2列のL形鋼で連結し該
L形鋼の上でケ−ブルトラフを支持するトラフ架台であ
って、トラフ支杭最上部にはコンクリ−ト製のトラフ受
部が形成され、その上面には長さ方向の2列の段部によ
り中央の高部と両側のL形鋼よりやや狭い幅の低部が形
成され、左右両側面には埋め込みナット等の締付部材が
埋め込まれ、両側の低部にL形鋼を向かい合わせに載
せ、外側から鉄板等の押圧部材を締付部材にてL形鋼に
押圧することにより、トラフ受部とL形鋼を係合するこ
とを特徴とするトラフ架である。
(57) [Summary] [Purpose] To provide a trough frame that is easy to work on site and has excellent strength. [Structure] A trough mount that connects a plurality of trough support piles with two rows of L-shaped steel and supports a cable trough on the L-shaped steel, with a concrete trough at the top of the trough support pile. A receiving part is formed, and on its upper surface, two rows of steps in the lengthwise direction form a high part in the center and a low part slightly narrower than the L-shaped steel on both sides, and on both left and right sides there are embedded nuts, etc. A tightening member is embedded, and by placing L-shaped steels facing each other on the lower parts of both sides, and pressing a pressing member such as a steel plate from the outside against the L-shaped steel with the tightening member, the trough receiving part and L-shaped steel are This is a trough rack characterized by engaging.
Description
【0001】0001
本考案は、主に鉄道線路に沿って敷設され、通信用ケ−ブル等を収納するケ− ブルトラフを所定位置に支持するトラフ架台に関する。 This invention is mainly used for cables laid along railway tracks and used to store communication cables, etc. The present invention relates to a trough mount that supports a bull trough in a predetermined position.
【0002】0002
従来、ケ−ブルトラフを所定位置に支持するためには、図11に示すような総 コンクリ−ト製の支杭80を連続して敷設したり、あるいは現場で鉄骨を組み立 てて架台を作り、その上にケ−ブルトラフを敷設していた。 Conventionally, in order to support the cable trough in a predetermined position, a total Continuously lay concrete support piles 80 or assemble steel frames on site. A trestle was made using a trestle, and a cable trough was laid on top of it.
【0003】0003
図11に示す支杭80は、全体がコンクリ−トで一体成形されるために、製造 するための型枠が複雑となって製造コストが高くつき、製品の重量が大きいため に輸送コスト、施工コストにも問題があった。さらに、それぞれの支杭は単独で たてられるために強度が弱く、地盤沈下等による影響を受けやすくケ−ブルトラ フが曲がりくねってしまったり、ひどいときは倒壊するおそれもあった。現場で 鉄骨を組み立てて架台を作るのは、現場の地形にあわせて施工でき強度的にも十 分なものを作れる利点はあるが、現場で鉄骨の切断穴明け加工、溶接及び防錆処 理を行わなければならないので、たいへん煩雑な作業を余儀なくされ、十分な工 期が必要でコストも高くついた。本考案は、このような従来の問題を解決するも ので、現場における作業が簡単で、かつ、強度的にもすぐれたトラフ架台を提供 するためになされたものである。 The supporting pile 80 shown in FIG. 11 is manufactured as a whole because it is integrally molded with concrete. The manufacturing cost is high due to the complexity of the formwork used to make the product, and the weight of the product is large. There were also problems with transportation costs and construction costs. Furthermore, each support pile is Because the cable is erected, its strength is weak and it is easily affected by ground subsidence. There was a risk that the roof would bend or, in severe cases, collapse. on site Building a frame by assembling steel frames can be constructed in accordance with the topography of the site and has sufficient strength. Although it has the advantage of being able to make parts in minutes, it is difficult to cut, drill, weld, and perform anti-rust treatment on the steel frame on site. As the process has to be carried out, it is necessary to carry out very complicated work, and it is difficult to carry out sufficient work. It took a long time and was expensive. This invention solves these conventional problems. Therefore, we provide a trough mount that is easy to work on site and has excellent strength. It was done in order to
【0004】0004
本考案は、複数のトラフ支杭を2列のL形鋼で連結し該L形鋼の上でケ−ブル トラフを支持するトラフ架台であって、トラフ支杭最上部にはコンクリ−ト製の トラフ受部が形成され、その上面には長さ方向の2列の段部により中央の高部と 両側のL形鋼よりやや狭い幅の低部が形成され、左右両側面には埋め込みナット 等の締付部材が埋め込まれ、両側の低部にL形鋼を向かい合わせに載せ、外側か ら鉄板等の押圧部材を締付部材にてL形鋼に押圧することにより、トラフ受部と L形鋼を係合することを特徴とするトラフ架台である。 This invention connects multiple trough support piles with two rows of L-shaped steel, and connects cables on top of the L-shaped steel. It is a trough frame that supports the trough, and the top of the trough support pile is made of concrete. A trough receiving part is formed, and the upper surface thereof has two rows of steps in the longitudinal direction, which connect the central high part and A lower part with a width slightly narrower than the L-shaped steel on both sides is formed, and embedded nuts are installed on both left and right sides. A tightening member such as By pressing a pressing member such as an iron plate against the L-shaped steel with a tightening member, the trough receiving part and This is a trough frame characterized by engaging L-shaped steel.
【0005】[0005]
本考案トラフ架台は、立てられた複数のトラフ支杭を、向かい合わせに配置し た2列のL形鋼で、いわゆる頭繋ぎ状に連結し一体化するので、強度が増し安定 する。しかも、ケ−ブルトラフはそのL形鋼に挟まれるようにしてその上に載せ られるので、全長にわたって支持され位置ずれすることもない。現場の作業とし ては、トラフ支杭を建てた後にトラフ受部の上面の低部にL形鋼を並べ、鉄板等 の押圧部材とボルト等でL形鋼を押圧して固定すればよく、きわめて簡単である 。L形鋼は、トラフ受部の段部とL形鋼に挟まれてしっかりと固定される。また 、L形鋼には固定のための穴明け等は必要なく、工場でメッキ処理したものをそ のまま用いることができる。 The trough mount of this invention arranges multiple erected trough support piles facing each other. Two rows of L-shaped steel are connected and integrated in a so-called head-to-head shape, increasing strength and stability. do. Moreover, the cable trough is sandwiched between the L-beams and placed on top of them. Since it is supported over its entire length, it will not shift position. On-site work After erecting the trough support piles, L-beams are lined up on the lower part of the upper surface of the trough receiver, and iron plates, etc. It is extremely easy to press and fix the L-shaped steel using the pressing member and bolts, etc. . The L-shaped steel is firmly fixed between the stepped portion of the trough receiving portion and the L-shaped steel. Also , L-shaped steel does not require drilling for fixing, and is plated at the factory. It can be used as is.
【0006】[0006]
以下、本考案の実施例を表した図面により本考案を詳細に説明する。トラフ架 台1は、複数のトラフ支杭2、20を2列のL形鋼9で連結してなる。トラフ支 杭2はトラフ受部3、杭部4及び基礎部5からなる。トラフ受部3はコンクリ− ト製で、その上面には長さ方向の2列の段部6により中央の高部7と、その両側 にはL形鋼よりやや狭い幅の低部8が形成され、左右両側面には締付部材として 埋め込みナット10が埋め込まれている。低部8の幅は、図1に示すごとく、L 形鋼9の幅よりもわずかに狭くなっている。段部6には、補強鉄板14が埋め込 まれている。補強鉄板14と埋め込みナット10は、図3に示すごとく、あらか じめ連結棒15に溶接又はねじ止めし、埋め込み金具13として一体化しておき 、トラフ受部の型枠に取り付ける。このようにすると、補強鉄板14や連結棒1 5を容易に所定の位置に埋め込むことができる。締付部材としてはボルトを埋め 込んでおき、押圧部材をナットで固定することも可能である。杭部4は鉄パイプ 製で、両端にねじがきってあり、トラフ受部2下面及び基礎部5上面に埋め込ま れた凹ねじ16、17に螺着することにより組み立てられる。基礎部5はコンク リ−ト製である。トラフ支杭20は基礎部21においてトラフ支杭2と異なる。 すなわち、図4に示すように、基礎部21には貫通孔22が形成されており、杭 部の下端を貫通孔22に挿通し側面に設けられた埋め込みナット23にボルト2 4をねじ込むことにより基礎部21と杭部とを固定するものである。これは、杭 部の有効長さを自由に調節できるので、現場を測量して使用する杭部の長さを計 り、その長さにあった杭部を製造する必要がなく、きわめて便利である。 Hereinafter, the present invention will be described in detail with reference to drawings showing embodiments of the present invention. trough rack The stand 1 is formed by connecting a plurality of trough support piles 2 and 20 with two rows of L-beams 9. trough support The pile 2 consists of a trough receiving part 3, a pile part 4, and a foundation part 5. The trough receiving part 3 is made of concrete. The upper surface has two rows of steps 6 in the length direction, which form a high part 7 in the center and a high part 7 on both sides. A lower part 8 with a width slightly narrower than that of the L-shaped steel is formed, and a tightening member is provided on both left and right sides. An embedded nut 10 is embedded. The width of the lower part 8 is L, as shown in FIG. It is slightly narrower than the width of the shaped steel 9. A reinforcing iron plate 14 is embedded in the stepped portion 6. It is rare. The reinforcing iron plate 14 and the embedded nut 10 are approximately It is welded or screwed to the connecting rod 15 and integrated as the embedded metal fitting 13. , attached to the formwork of the trough receiver. In this way, the reinforcing iron plate 14 and the connecting rod 1 5 can be easily embedded in a predetermined position. Bury the bolt as a tightening member. It is also possible to fix the pressing member with a nut. Pile part 4 is an iron pipe It is made of steel, has threads on both ends, and is embedded in the bottom surface of the trough receiving part 2 and the top surface of the base part 5. It is assembled by screwing into the recessed screws 16 and 17. Foundation part 5 is conch It is made by Leet. The trough support pile 20 differs from the trough support pile 2 in the foundation portion 21 . That is, as shown in FIG. 4, a through hole 22 is formed in the foundation part 21, and the pile Insert the lower end of the part into the through hole 22 and insert the bolt 2 into the embedded nut 23 provided on the side surface. 4, the foundation part 21 and the pile part are fixed. This is a pile The effective length of the pile section can be adjusted freely, so you can measure the length of the pile section by surveying the site. It is extremely convenient because there is no need to manufacture a pile part that matches the length.
【0007】 L形鋼9は、両側の低部8に向かい合わせに載せ、外側から押圧部材である鉄 板11で補強鉄板14に押圧することによりトラフ受部3に係合される。鉄板1 1にはボルト孔があけられており、ボルト12を埋め込みナット10に締め付け ることにより押圧する。押圧部材としては本実施例の鉄板のほか種々の形状のも のが適用可能である。L形鋼9は、図2に示すように、複数の支杭2、20の頭 を繋ぐこととなり、各支杭は単独ではなく相互に支持しあい、より安定するので ある。ケ−ブルトラフTは、図1に示すように、その全長にわたって2列のL形 鋼9に挟まれるように載せられる。なお、図2に示すように、L形鋼の繋ぎ目1 8には大型の鉄板11aを用いて強度を確保している。[0007] The L-beams 9 are placed facing each other on the lower parts 8 on both sides, and the iron serving as the pressing member is pressed from the outside. By pressing the reinforcing iron plate 14 with the plate 11, it is engaged with the trough receiving part 3. iron plate 1 A bolt hole is drilled in 1, and the bolt 12 is tightened to the embedded nut 10. Press by pressing. As the pressing member, in addition to the iron plate used in this example, various shapes can be used. is applicable. As shown in FIG. The support piles support each other rather than each other independently, making it more stable. be. As shown in Figure 1, the cable trough T has two rows of L-shaped lines along its entire length. It is placed between steel 9. In addition, as shown in Fig. 2, the joint 1 of the L-shaped steel 8, a large iron plate 11a is used to ensure strength.
【0008】 図5ないし図8のトラフ支杭30は他の実施例のトラフ架台に係るトラフ支杭 である。トラフ支杭30はトラフ受部31、杭部32及び基礎部33からなる。 トラフ受部31はコンクリート製でその上面には長さ方向の2列の段部36によ り、中央の高部34とその両側にあってL形鋼の幅よりやや狭い幅を有する低部 35が形成されている。左右両側面には締付部材として埋め込みナット45が埋 め込まれている。段部36には補強鉄板47が埋め込まれている。この補強鉄板 47は、図8に示すように、上端がL形鋼の先端の形状に対応して切り欠かれた 切欠部53となっており、押圧されたL形鋼の先端が係合してしっかりと固定さ れるようになっている。また、このような切欠部を設けることにより補強鉄板を 垂直に設けることができるので、図1の実施例のように傾けて設けた場合に比べ 、高部のコンクリートに水平方向の圧縮力が作用しても、該部がはね上がるよう に崩壊する恐れが少ないのである。高部34の中央には穴34が形成され、その 中に金属板38が埋め込まれている。穴37の上部は図6に示すごとく長円形状 になっており、その長径両端寄りには、金属板38に水抜き孔43が明けられ、 雨水が穴37に溜らないようになっている。穴37の下部は杭部32が挿入でき る径の、ややテーパのついた円筒形状に形成されている。金属板38の中央には ボルト孔が明けられている。金属板38、連結棒44、埋め込みナット45及び 補強鉄板47は溶接により一体に作られている。これは型枠にセットしてコンク リートを流し込むときに各埋め込み部材がバラバラにならずに所定の位置に納ま るように配慮されているためである。杭部32はやはり鉄パイプ製で、上端は中 央にボルト孔を有する金属板40で閉塞されている。金属板40の裏側にはナッ ト42が溶接固定されており、ボルト41でトラフ受部31ときわめて簡単に接 続固定することができる。基礎部33はコンクリート製で、図7に示すように、 2個のボルト孔48が形成されており、U字ボルト49をナット50で締め付け ることにより杭部32にきわめて簡単に接続固定することができる。補強金属板 54は堅固にナットを締め付けることができるように埋め込まれている。L形鋼 51は、図5に示すように、両側の低部35に向かい合わせに載せ、外側から押 圧部材である鉄板52と締付部材のボルト46で補強鉄板47の切り欠き部分に 押し付けることにより、トラフ受部31に係合する。[0008] The trough support piles 30 in FIGS. 5 to 8 are trough support piles related to trough frames of other embodiments. It is. The trough support pile 30 includes a trough receiving portion 31, a pile portion 32, and a foundation portion 33. The trough receiving part 31 is made of concrete and has two rows of steps 36 in the length direction on its upper surface. The center high part 34 and the low parts on both sides thereof have a width slightly narrower than the width of the L-shaped steel. 35 is formed. Embedded nuts 45 are embedded in both the left and right sides as tightening members. It's embedded. A reinforcing iron plate 47 is embedded in the stepped portion 36. This reinforced iron plate 47, the upper end is notched to correspond to the shape of the tip of the L-shaped steel, as shown in Figure 8. There is a notch 53 in which the tip of the pressed L-shaped steel engages and is firmly fixed. It is now possible to In addition, by providing such a notch, the reinforcing steel plate can be Since it can be installed vertically, compared to the case where it is installed at an angle as in the example shown in Figure 1. , so that even if a horizontal compressive force is applied to the concrete in the high part, the part will spring up. There is little risk of it collapsing. A hole 34 is formed in the center of the high part 34, and A metal plate 38 is embedded inside. The upper part of the hole 37 has an oval shape as shown in Figure 6. Drain holes 43 are formed in the metal plate 38 near both ends of the long axis. Rainwater is prevented from accumulating in the hole 37. The stake part 32 can be inserted into the lower part of the hole 37. It is formed into a slightly tapered cylindrical shape with a diameter of In the center of the metal plate 38 Bolt holes are drilled. metal plate 38, connecting rod 44, embedded nut 45 and The reinforcing iron plate 47 is integrally made by welding. This is set in the formwork and condensed. When pouring the REIT, each embedded component will fit into place without falling apart. This is because consideration has been given to ensure that The pile part 32 is also made of iron pipe, and the upper end is It is closed with a metal plate 40 having a bolt hole in the center. There is a nut on the back side of the metal plate 40. The trough 42 is fixed by welding, and can be connected to the trough receiving part 31 very easily with the bolt 41. The connection can be fixed. The foundation part 33 is made of concrete, and as shown in FIG. Two bolt holes 48 are formed, and a U-shaped bolt 49 is tightened with a nut 50. By doing so, it can be connected and fixed to the pile part 32 very easily. reinforced metal plate 54 is embedded so that the nut can be firmly tightened. L-shaped steel 51 are placed facing each other on the lower parts 35 on both sides and pressed from the outside. The iron plate 52, which is a pressure member, and the bolt 46, which is a tightening member, are attached to the notch part of the reinforcing iron plate 47. By pressing, it engages with the trough receiving portion 31.
【0009】 図9のトラフ支杭60は従来のコンクリート製の支杭とほぼ同一形状を有する 本体を本考案実施例として適合させたものである。すなわち、トラフ受け部61 上面に高部、低部および段部の補強鉄板を、側面に埋め込みナットを設け、2列 のL形鋼を鉄板62をボルト締めすることによりにより固定している。本実施例 の場合は、支杭本体の形状が従来の支杭と同様に複雑であり、また、重量も従来 と変わらないので、コストダウンとはならないが、複数の支杭がL形鋼で繋がれ て一体化されるために強度および安定性は格段に向上する。[0009] The trough support pile 60 in FIG. 9 has almost the same shape as a conventional concrete support pile. The main body is adapted as an embodiment of the present invention. That is, the trough receiving portion 61 Two rows of reinforcing iron plates for the high, low and stepped parts are installed on the top surface, and embedded nuts are installed on the sides. The L-shaped steel is fixed by tightening the iron plate 62 with bolts. This example In the case of Although this does not result in cost reduction, it is possible to connect multiple support piles with L-beams. The strength and stability are greatly improved because the two parts are integrated together.
【0010】 図10のトラフ支杭70はコンクリート製のトラフ受部71とコンクリート製 の杭部72からなる。2列のL形鋼73の固定方法は、同図に明らかなように、 図5の実施例と同じである。杭部72の上端には埋め込みナット74が埋設され ており、ボルト75で締め付け一体化している。本実施例は図5のトラフ支杭3 0を用いるのに比べて、杭部がコンクリート製であるぶん重量が大きく、作業性 が劣る。0010 The trough support pile 70 in Fig. 10 has a trough receiving part 71 made of concrete and It consists of a pile part 72. As is clear from the figure, the method for fixing the two rows of L-beams 73 is as follows: This is the same as the embodiment shown in FIG. An embedded nut 74 is embedded in the upper end of the pile part 72. They are integrated by tightening with bolts 75. In this example, the trough support pile 3 in Fig. 5 Compared to using 0, the pile part is made of concrete, so it is heavier and easier to work with. is inferior.
【0011】[0011]
本考案トラフ架台は、材料すべてが工場生産され、現場では簡単な組み立て作 業でよいので、工期がかからずコストも安く、防錆処理も完全に行うことができ る。トラフ支杭はトラフ受部、杭部及び基礎部に分割して製造されるので製造す る各部材の形状はきわめて単純で、特にトラフ受部及び基礎部の製造型枠がシン プルなものでよいので、きわめて安価に製造できる。敷設された複数の支杭は、 向かい合わせに配置した2列のL形鋼で、いわゆる頭繋ぎとして連結され一体化 されるので、強度が増し安定する。しかも、ケ−ブルトラフはそのL形鋼に挟ま れるように上に載せられるので、全長にわたって支持され位置ずれすることもな い。 All of the materials for the trough mount of this invention are manufactured in a factory, making it easy to assemble on site. Since it is a simple process, the construction time is short, the cost is low, and rust prevention treatment can be completely performed. Ru. Trough support piles are manufactured separately into the trough receiving part, pile part and foundation part. The shape of each member is extremely simple, especially the manufacturing forms for the trough receiving part and the foundation part are very simple. Since it can be made from a pull material, it can be manufactured at a very low cost. The multiple support piles laid are Two rows of L-beams placed facing each other are connected and integrated as a so-called head joint. This increases its strength and stabilizes it. Moreover, the cable trough is sandwiched between the L-beams. It is placed on top so that it is supported over its entire length and does not shift. stomach.
【図1】トラフ架台1の断面図である。FIG. 1 is a sectional view of a trough mount 1. FIG.
【図2】敷設状態のトラフ架台1の側面図である。FIG. 2 is a side view of the trough frame 1 in a laid state.
【図3】トラフ受部に埋め込む埋め込み金具13の斜視
図である。FIG. 3 is a perspective view of the embedded metal fitting 13 embedded in the trough receiving portion.
【図4】トラフ支杭20の断面図である。FIG. 4 is a cross-sectional view of the trough support pile 20.
【図5】トラフ支杭30の断面図である。FIG. 5 is a cross-sectional view of the trough support pile 30.
【図6】トラフ受部31の上面図である。FIG. 6 is a top view of the trough receiving part 31.
【図7】基礎部33の断面図である。FIG. 7 is a sectional view of the base portion 33.
【図8】段部36の拡大断面図である。FIG. 8 is an enlarged cross-sectional view of the step portion 36.
【図9】トラフ支杭60の断面図である。FIG. 9 is a cross-sectional view of the trough support pile 60.
【図10】トラフ支杭70の断面図である。FIG. 10 is a cross-sectional view of the trough support pile 70.
【図11】従来のトラフ支杭80の斜視図である。FIG. 11 is a perspective view of a conventional trough support pile 80.
1 トラフ架台 2 トラフ支杭 3 トラフ受部 4 杭部 5 基礎部 6 段部 7 高部 8 低部 9 L形鋼 10 埋め込みナット 11 押圧板 12 ボルト 13 埋め込み金具 14 補強鉄板 15 連結棒 16 凹ねじ 17 凹ねじ 20 トラフ支杭 21 基礎部 22 貫通孔 23 埋め込みナット 24 ボルト 30 トラフ支杭 31 トラフ受部 32 杭部 33 基礎部 34 高部 35 低部 36 段部 37 穴 38 金属板 40 金属板 41 ボルト 42 ナット 43 水抜き孔 44 連結棒 45 埋め込みナット 46 ボルト 47 補強鉄板 48 ボルト孔 49 U字ボルト 50 ナット 51 L形鋼 52 鉄板 53 切欠部 54 補強金属板 60 トラフ支杭 61 トラフ受部 62 鉄板 63 L形鋼 70 トラフ支杭 71 トラフ受部 72 杭部 73 L形鋼 74 埋め込みナット 75 ボルト 80 トラフ支杭 1 Trough mount 2 Trough support pile 3 Trough receiving part 4 Pile part 5 Foundation part 6 Stepped section 7 Takabe 8 Lower part 9 L-shaped steel 10 Embedded nut 11 Pressing plate 12 volts 13 Embedded metal fittings 14 Reinforced iron plate 15 Connecting rod 16 Concave screw 17 Concave screw 20 Trough support pile 21 Foundation part 22 Through hole 23 Embedded nut 24 volts 30 Trough support pile 31 Trough receiving part 32 Pile part 33 Foundation part 34 Takabe 35 Lower part 36 Step part 37 hole 38 Metal plate 40 Metal plate 41 volts 42 Nut 43 Drain hole 44 Connecting rod 45 Embedded nut 46 volts 47 Reinforced iron plate 48 bolt hole 49 U-shaped bolt 50 nuts 51 L-shaped steel 52 Iron plate 53 Notch 54 Reinforcement metal plate 60 Trough support pile 61 Trough receiving part 62 Iron plate 63 L-shaped steel 70 Trough support pile 71 Trough receiving part 72 Pile part 73 L-shaped steel 74 Embedded nut 75 volts 80 Trough support pile
Claims (2)
し該L形鋼の上でケ−ブルトラフを支持するトラフ架台
であって、トラフ支杭最上部にはコンクリ−ト製のトラ
フ受部が形成され、その上面には長さ方向の2列の段部
により中央の高部と両側のL形鋼よりやや狭い幅の低部
が形成され、左右両側面には埋め込みナット等の締付部
材が埋め込まれ、両側の低部にL形鋼を向かい合わせに
載せ、外側から鉄板等の押圧部材を締付部材にてL形鋼
に押圧することにより、トラフ受部とL形鋼を係合する
ことを特徴とするトラフ架台Claim 1: A trough mount that connects a plurality of trough support piles with two rows of L-shaped steel and supports a cable trough on the L-shaped steel, the top of the trough support pile being made of concrete. A trough receiving part is formed, and on its upper surface, two rows of steps in the length direction form a high part in the center and a low part slightly narrower than the L-shaped steel on both sides, and embedded nuts are installed on both left and right sides. The trough receiving part and L-shaped steel are embedded, and by placing L-shaped steel facing each other on the lower parts of both sides and pressing a pressing member such as a steel plate from the outside against the L-shaped steel with the tightening member, the trough receiving part and the L-shaped steel are Trough frame characterized by engaging section steel
ラフ受部と金属パイプ製の杭部と下部のコンクリ−ト製
基礎部の3部材からなる組み立て式とした請求項1のト
ラフ架台2. The trough according to claim 1, wherein the trough support pile is an assembled type consisting of three members: an uppermost trough receiving part made of concrete, a pile part made of metal pipe, and a lower concrete foundation part. trestle
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2608491U JPH0727791Y2 (en) | 1991-01-28 | 1991-03-27 | Trough mount |
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP722391 | 1991-01-28 | ||
JP3-7223 | 1991-01-28 | ||
JP2608491U JPH0727791Y2 (en) | 1991-01-28 | 1991-03-27 | Trough mount |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH04128035U true JPH04128035U (en) | 1992-11-20 |
JPH0727791Y2 JPH0727791Y2 (en) | 1995-06-21 |
Family
ID=31948189
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2608491U Expired - Lifetime JPH0727791Y2 (en) | 1991-01-28 | 1991-03-27 | Trough mount |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0727791Y2 (en) |
-
1991
- 1991-03-27 JP JP2608491U patent/JPH0727791Y2/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
JPH0727791Y2 (en) | 1995-06-21 |
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