JP2020162214A - Cable support structure - Google Patents

Cable support structure Download PDF

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JP2020162214A
JP2020162214A JP2019056537A JP2019056537A JP2020162214A JP 2020162214 A JP2020162214 A JP 2020162214A JP 2019056537 A JP2019056537 A JP 2019056537A JP 2019056537 A JP2019056537 A JP 2019056537A JP 2020162214 A JP2020162214 A JP 2020162214A
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cable
cable support
receiving
members
support structure
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JP7198699B2 (en
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竹田 誠
Makoto Takeda
誠 竹田
昌也 硲
Masaya Hazama
昌也 硲
寛幸 関根
Hiroyuki Sekine
寛幸 関根
信 松村
Makoto Matsumura
信 松村
之英 米田
Yukihide Yoneda
之英 米田
斉藤 修
Osamu Saito
修 斉藤
敏和 原田
Toshikazu Harada
敏和 原田
秋田 浩二
Koji Akita
浩二 秋田
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Kurimoto Ltd
Sumitomo Electric Industries Ltd
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Kurimoto Ltd
Sumitomo Electric Industries Ltd
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Abstract

To make lightweight and hard to corrode a cable support structure which supports a cable while being suspended from a structure.SOLUTION: A cable support structure comprises: multiple support poles 1 of which the upper ends are fixed to a structure; receiving members 2 attached to lower ends of the support poles 1; and a cable support member 3 which is attached while being placed over the receiving members 2. The support poles 1, the receiving members 2 and the cable support member 3 are all formed from FRP-based materials (FRP mold, FRPM pipe or FRPM plate), such that the cable support structure is made lightweight and hard to corrode in comparison with a cable support structure in which these members are formed from metals.SELECTED DRAWING: Figure 1

Description

本発明は、トンネル等に布設されるケーブルを支持するケーブル支持構造体に関する。 The present invention relates to a cable support structure that supports a cable laid in a tunnel or the like.

ケーブルを布設する際は、一般に、ケーブルの熱伸縮対策としてケーブルを蛇行させた状態で支持するために、ケーブルクリートと呼ばれる部材を含むケーブル支持部材が用いられる。ケーブルクリートは、ケーブル布設方向に所定間隔で設置されて、2つ割りの部材の間にケーブルを挟み込んで支持するもので、金属製のものが多く見られる(例えば、特許文献1参照。)。 When laying a cable, a cable support member including a member called a cable cleat is generally used to support the cable in a meandering state as a measure against thermal expansion and contraction of the cable. The cable cleats are installed at predetermined intervals in the cable laying direction and are supported by sandwiching the cable between the two divided members, and are often made of metal (see, for example, Patent Document 1).

実開昭62−61120号公報Jikkai Sho 62-61120

ところで、上記のようなケーブルクリートを使用してケーブルをトンネル等の構造物内に布設する際には、構造物内の空間をなるべく広く確保するために、ケーブルを構造物の天井に沿うように配置する場合がある。そして、その場合には、構造物の天井から吊り下げたケーブル支持構造体でケーブルを支持することになるので、そのケーブル支持構造体の総重量はできるだけ小さくすることが望ましい。 By the way, when laying a cable in a structure such as a tunnel using a cable cleat as described above, the cable should be placed along the ceiling of the structure in order to secure as much space as possible in the structure. May be placed. In that case, since the cable is supported by the cable support structure suspended from the ceiling of the structure, it is desirable that the total weight of the cable support structure be as small as possible.

また、金属製のケーブル支持構造体は、例えば海底トンネル内のケーブル布設に用いられる場合等に、ケーブルの布設環境による早期の腐食が懸念される。 Further, when the metal cable support structure is used for cable laying in an undersea tunnel, for example, there is a concern that the cable may be corroded at an early stage due to the cable laying environment.

そこで、本発明は、構造物から吊り下げられた状態でケーブルを支持するケーブル支持構造体を、軽量で腐食しにくいものとすることを課題とする。 Therefore, it is an object of the present invention to make a cable support structure that supports a cable suspended from a structure lightweight and resistant to corrosion.

上記の課題を解決するため、本発明は、構造物から吊り下げられた状態で、その構造物に沿って布設されるケーブルを支持するケーブル支持構造体において、前記構造物に上端部を固定される複数の支柱と、前記各支柱の下端部に取り付けられる受け部材と、前記各受け部材に載置される状態で取り付けられるケーブル支持部材とを備え、前記支柱と受け部材とケーブル支持部材のうちの少なくとも1種類の部材が繊維強化樹脂(FRP)を主体とする材料で形成されている構成を採用した。 In order to solve the above problems, the present invention has a cable support structure that supports a cable laid along the structure while being suspended from the structure, and the upper end thereof is fixed to the structure. A plurality of columns, a receiving member attached to the lower end of each of the columns, and a cable supporting member attached while being mounted on the receiving members, among the columns, receiving members, and cable supporting members. At least one of the members is made of a material mainly made of fiber reinforced plastic (FRP).

すなわち、ケーブル支持構造体を構成する支柱と受け部材とケーブル支持部材のうちの少なくとも1種類の部材をFRP主体の材料で形成することにより、ケーブル支持構造体が全体として軽量で、腐食しにくいものとなるようにしたのである。 That is, by forming at least one of the support column, the receiving member, and the cable support member constituting the cable support structure from the material mainly composed of FRP, the cable support structure is lightweight as a whole and is not easily corroded. It was made to be.

ここで、前記ケーブル支持部材は、具体的な構成として、前記各受け部材に支持され、ケーブル布設方向に沿って互いに平行に延びる2本の長手部材と、前記長手部材どうしをその長手方向の複数個所で連結するベース部材と、前記ケーブルを通す状態で前記各ベース部材に回動可能に取り付けられるケーブルクリートとを備えているものを採用することができる。 Here, as a specific configuration, the cable support member includes two longitudinal members that are supported by the respective receiving members and extend in parallel with each other along the cable laying direction, and a plurality of the longitudinal members in the longitudinal direction. It is possible to adopt a base member that is connected at a location and a cable cleat that is rotatably attached to each of the base members while passing the cable.

本発明のケーブル支持構造体は、上述したように、その主たる構成部材である支柱と受け部材とケーブル支持部材のうちの少なくとも1種類の部材を、FRPを主体とする材料で形成したものであるから、全体として軽量で、構造物から吊り下げられた状態でケーブルを支持するのに適したものとなっている。また、FRPで形成した部材は腐食しにくくなるので、支柱と受け部材とケーブル支持部材の3種類の部材をすべてFRP製とすることにより、海底トンネル内等、腐食しやすい環境でケーブルを支持するのに適したものとすることができる。 As described above, the cable support structure of the present invention is formed by forming at least one of a support, a receiving member, and a cable support member, which are the main constituent members thereof, from a material mainly composed of FRP. Therefore, it is lightweight as a whole and is suitable for supporting the cable while being suspended from the structure. In addition, since the members formed of FRP are less likely to corrode, the cables are supported in an environment that is easily corroded, such as in an undersea tunnel, by making all three types of members, the strut, the receiving member, and the cable support member, made of FRP. Can be suitable for.

実施形態のケーブル支持構造体の外観斜視図External perspective view of the cable support structure of the embodiment 図1の正面図Front view of FIG. 図2のIII−III線に沿った断面図Sectional view taken along line III-III of FIG. 図2のIV−IV線に沿った断面図Sectional view taken along line IV-IV of FIG. 図1の平面図Top view of FIG.

以下、図面に基づき、本発明の実施形態を説明する。このケーブル支持構造体は、トンネル等の構造物の天井から吊り下げられた状態で、その構造物の天井に沿って布設されるケーブルを支持するもので、図1に示すように、複数の支柱1と、各支柱1の下端部に取り付けられる受け部材2と、各受け部材2に載置される状態で取り付けられるケーブル支持部材3とを備えている。そして、その支柱1と受け部材2とケーブル支持部材3の3種類の部材が、いずれもFRPを主体とする材料で形成されている。 Hereinafter, embodiments of the present invention will be described with reference to the drawings. This cable support structure supports a cable laid along the ceiling of a structure such as a tunnel while being suspended from the ceiling of the structure, and as shown in FIG. 1, a plurality of columns. 1, a receiving member 2 attached to the lower end of each support column 1, and a cable support member 3 attached while being mounted on each receiving member 2. The three types of members, the support column 1, the receiving member 2, and the cable support member 3, are all made of a material mainly composed of FRP.

図1乃至図3に示すように、前記支柱1は、柱本体11と、柱本体11の上端部に接続されるベースプレート12とからなる。その柱本体11は、内周側と外周側のFRP層の間に樹脂モルタル層を有するFRPM管(繊維強化樹脂モルタル複合管)であり、ベースプレート12はFRPのプレス成型品である。 As shown in FIGS. 1 to 3, the pillar 1 includes a pillar main body 11 and a base plate 12 connected to an upper end portion of the pillar main body 11. The pillar body 11 is an FRPM pipe (fiber reinforced resin mortar composite pipe) having a resin mortar layer between the FRP layers on the inner peripheral side and the outer peripheral side, and the base plate 12 is a press-molded product of FRP.

ベースプレート12は、正方形板状のベース部12aと、ベース部12aの下面中央に設けられた円筒状の取付部12bと、取付部12bの外周からベース部12aの各辺にかけて形成された三角板状の複数の補強リブ12cとからなる。そして、そのベース部12aの四隅を前記構造物にアンカーボルトAで固定した状態で、取付部12bに柱本体11の上端部を差し込み、取付部12bの外周側から柱本体11へボルトをねじ込むことにより、支柱1の上端部が前記構造物に固定されるようになっている。 The base plate 12 has a square plate-shaped base portion 12a, a cylindrical mounting portion 12b provided in the center of the lower surface of the base portion 12a, and a triangular plate-shaped base plate 12b formed from the outer circumference of the mounting portion 12b to each side of the base portion 12a. It is composed of a plurality of reinforcing ribs 12c. Then, with the four corners of the base portion 12a fixed to the structure with anchor bolts A, the upper end portion of the pillar body 11 is inserted into the mounting portion 12b, and the bolts are screwed into the pillar body 11 from the outer peripheral side of the mounting portion 12b. As a result, the upper end of the column 1 is fixed to the structure.

前記受け部材2は、支柱1の下端部を径方向で挟み付ける一対の接続プレート21と、両接続プレート21に一端部を支持された状態で支柱1の径方向に延びるラダー受けパイプ22と、ラダー受けパイプ22の他端部に固定されるラダー受け23とからなる。その接続プレート21およびラダー受け23はFRPのプレス成型品であり、ラダー受けパイプ22は支柱1の柱本体11と同様のFRPM管である。 The receiving member 2 includes a pair of connecting plates 21 that sandwich the lower end portion of the column 1 in the radial direction, and a ladder receiving pipe 22 that extends in the radial direction of the column 1 with one end supported by both connecting plates 21. It includes a rudder receiver 23 fixed to the other end of the rudder receiver pipe 22. The connection plate 21 and the rudder receiving 23 are FRP press-molded products, and the rudder receiving pipe 22 is an FRPM pipe similar to the pillar body 11 of the column 1.

接続プレート21は、長手方向中央部に段差が形成された半円筒状の取付部21aと、取付部21aと同じ方向に凸側面を有する半円筒状の支持部21bとが逆T字状に連結されており(図3参照)、その取付部21aと支持部21bの境界部分から凸側に張り出す矩形の受け板部21cと、受け板部21cの両端から支持部21bの凸側面にかけて形成された三角板状の補強リブ21dとを有している。その受け板部21cは、後述するようにラダー受け23と同様にケーブル支持部材3を載置する役割を果たす。 In the connection plate 21, a semi-cylindrical mounting portion 21a having a step formed in the central portion in the longitudinal direction and a semi-cylindrical supporting portion 21b having a convex side surface in the same direction as the mounting portion 21a are connected in an inverted T shape. (See FIG. 3), a rectangular receiving plate portion 21c projecting from the boundary portion between the mounting portion 21a and the supporting portion 21b to the convex side, and both ends of the receiving plate portion 21c to the convex side surface of the supporting portion 21b are formed. It has a triangular plate-shaped reinforcing rib 21d. The receiving plate portion 21c plays a role of mounting the cable support member 3 in the same manner as the rudder receiving 23 as described later.

上記の一対の接続プレート21をそれぞれの取付部21aが支柱1の柱本体11の下端部を径方向で挟むように配し、各取付部21aの凸側面から柱本体11へボルトをねじ込むことにより、支柱1の下端部に各接続プレート21が固定されるようになっている。なお、各接続プレート21の取付部21aのボルト孔は軸方向の複数個所に設けられており、接続プレート21の支柱1への取付位置を上下方向に調節できるようになっている。 By arranging the pair of connection plates 21 so that the respective mounting portions 21a sandwich the lower end portion of the pillar body 11 of the column 1 in the radial direction, and screwing a bolt from the convex side surface of each mounting portion 21a into the pillar body 11. , Each connection plate 21 is fixed to the lower end of the support column 1. It should be noted that the bolt holes of the mounting portions 21a of each connection plate 21 are provided at a plurality of positions in the axial direction so that the mounting position of the connection plate 21 to the support column 1 can be adjusted in the vertical direction.

ラダー受けパイプ22は、その一端部が、上記一対の接続プレート21の支持部21bの間に形成される円形孔に差し込まれ、各支持部21bの凸側面からボルト固定されている。一方、ラダー受けパイプ22の他端部には、後述するようにケーブル支持部材3を載置するためのラダー受け23が取り付けられている。 One end of the rudder receiving pipe 22 is inserted into a circular hole formed between the support portions 21b of the pair of connection plates 21, and is bolted from the convex side surface of each support portion 21b. On the other hand, a ladder receiver 23 for mounting the cable support member 3 is attached to the other end of the ladder receiving pipe 22 as described later.

ラダー受け23は、ラダー受けパイプ22の外周の上半部に嵌合する逆U字状の取付部23aと、取付部23aの上面側に一体化され、ラダー受けパイプ22の軸方向と直交する方向に延びる矩形の受け板部23bと、取付部23aの一側を閉塞するとともに受け板部23bを補強する補強板23cとからなり、その取付部23aの外面側からラダー受けパイプ22の他端部へボルトをねじ込むことにより、ラダー受けパイプ22に固定されるようになっている。 The rudder receiving 23 is integrated with the inverted U-shaped mounting portion 23a that fits in the upper half of the outer periphery of the rudder receiving pipe 22 and the upper surface side of the mounting portion 23a, and is orthogonal to the axial direction of the rudder receiving pipe 22. It consists of a rectangular receiving plate portion 23b extending in the direction and a reinforcing plate 23c that closes one side of the mounting portion 23a and reinforces the receiving plate portion 23b, and the other end of the ladder receiving pipe 22 from the outer surface side of the mounting portion 23a. By screwing a bolt into the portion, it is fixed to the rudder receiving pipe 22.

前記ケーブル支持部材3は、各受け部材2に支持され、ケーブル布設方向に沿って互いに平行に延びる2本の長手部材としてのラダー31と、そのラダー31どうしを長手方向の複数個所で連結するベース部材としての矩形板状のクリートベース32およびケーブルベース33と、各クリートベース32に取り付けられる本線用ケーブルクリート34および帰線用ケーブルクリート35とを備えている。そのラダー31はFRPの引抜成型品であり、クリートベース32とケーブルベース33は上面側と下面側のFRP層の間に樹脂モルタル層を有するFRPM板である。また、各ケーブルクリート34、35もFRPで形成されている。 The cable support member 3 is a base that is supported by each receiving member 2 and connects two ladders 31 as longitudinal members extending in parallel with each other along the cable laying direction and the ladders 31 at a plurality of locations in the longitudinal direction. It includes a rectangular plate-shaped cleat base 32 and a cable base 33 as members, and a main line cable cleat 34 and a return line cable cleat 35 attached to each cleat base 32. The rudder 31 is a pultruded product of FRP, and the cleat base 32 and the cable base 33 are FRPM plates having a resin mortar layer between the FRP layers on the upper surface side and the lower surface side. The cable cleats 34 and 35 are also made of FRP.

2本のラダー31は、断面L字状に形成されており、それぞれの横向きの取付部31aが互いに対向し、長手方向の複数個所で受け部材2の接続プレート21の受け板部21cまたはラダー受け23の受け板部23bに載せられてボルト固定される。そして、複数のクリートベース32およびケーブルベース33が、それぞれの一端部を一方のラダー31の取付部31aに載せ、他端部を他方のラダー31の取付部31aに載せられてボルト固定される。なお、図4に示すように、ケーブルベース33の両端部とラダー31の取付部31aとの間には、嵩上げ用のFRPM製ライナープレート36が挟み込まれている。 The two rudder 31s are formed in an L-shaped cross section, and the lateral mounting portions 31a face each other, and the receiving plate portions 21c or the ladder receiving portion of the connecting plate 21 of the receiving member 2 are received at a plurality of positions in the longitudinal direction. It is placed on the receiving plate portion 23b of 23 and fixed with bolts. Then, one end of each of the cleat base 32 and the cable base 33 is mounted on the mounting portion 31a of one ladder 31, and the other end is mounted on the mounting portion 31a of the other rudder 31 and fixed by bolts. As shown in FIG. 4, FRPM liner plates 36 for raising are sandwiched between both ends of the cable base 33 and the mounting portions 31a of the rudder 31.

クリートベース32は、各ケーブルクリート34、35が平面視でラダー31と直交する方向から右回りに所定角度範囲で回動可能に取り付けられるものと、左回りに所定角度範囲で回動可能に取り付けられるものとが、ラダー31の長手方向に交互に配置されている(図5参照)。 The cleat base 32 is rotatably attached in a predetermined angle range clockwise from the direction in which the cable cleats 34 and 35 are orthogonal to the rudder 31 in a plan view, and is rotatably attached in a predetermined angle range counterclockwise. Are alternately arranged in the longitudinal direction of the rudder 31 (see FIG. 5).

本線用ケーブルクリート34は、それぞれ半円形溝を有する上下のクリート片34a、34bからなり、両クリート片34a、34bがそれぞれの半円形溝を突き合わせることによって形成される円形孔に本線用ケーブルC1を通す状態で一体化され、下側のクリート片34bがクリートベース32に回動可能に取り付けられている。また、帰線用ケーブルクリート35も、本線用ケーブルクリート34と同様の構造であり、その上下のクリート片35a、35bが帰線用ケーブルC2を通す状態で一体化され、下側のクリート片35bがクリートベース32に回動可能に取り付けられている。そして、各ケーブルクリート34、35が、それぞれクリートベース32に対して、ラダー31の長手方向で交互に逆向きに回動した姿勢で固定されるようになっている。 The main line cable cleat 34 is composed of upper and lower cleat pieces 34a and 34b each having a semicircular groove, and the main line cable C1 is formed in a circular hole formed by abutting the respective semicircular grooves on both cleat pieces 34a and 34b. It is integrated in a passing state, and the lower cleat piece 34b is rotatably attached to the cleat base 32. Further, the return cable cleat 35 has the same structure as the main line cable cleat 34, and the upper and lower cleat pieces 35a and 35b are integrated in a state of passing through the return cable C2, and the lower cleat piece 35b Is rotatably attached to the cleat base 32. Then, the cable cleats 34 and 35 are fixed to the cleat base 32 in a posture of alternately rotating in the opposite directions in the longitudinal direction of the rudder 31.

このケーブル支持構造体は、上記の構成であり、構造物の天井から吊り下げられた状態で、本線用ケーブルC1および帰線用ケーブルC2を、それぞれ本線用ケーブルクリート34および帰線用ケーブルクリート35に通してケーブルベース33上を通過させることにより、蛇行させた状態(図5参照)で支持するようになっている。 This cable support structure has the above configuration, and in a state of being suspended from the ceiling of the structure, the main line cable C1 and the return line cable C2 are connected to the main line cable cleat 34 and the return line cable cleat 35, respectively. By passing it over the cable base 33, it is supported in a meandering state (see FIG. 5).

そして、そのすべての部材(支柱1、受け部材2およびケーブル支持部材3)がFRPを主体とする材料で形成されているので、全体として軽量で、腐食しにくいものとなっている。したがって、構造物から吊り下げられた状態でケーブルを支持するのに適しているし、海底トンネル内等、腐食しやすい環境でも長期間安定して使用することができる。 Since all the members (support 1, receiving member 2, and cable supporting member 3) are made of a material mainly composed of FRP, the weight as a whole is lightweight and resistant to corrosion. Therefore, it is suitable for supporting a cable in a state of being suspended from a structure, and can be stably used for a long period of time even in a corrosive environment such as in an undersea tunnel.

なお、このケーブル支持構造体は、トンネル以外の構造物にも設置でき、例えば、高速道路の高架の裏面への設置も考えられる。そして、腐食のおそれの少ない環境に設置される場合は、必ずしもすべての部材をFRPを主体とする材料で形成する必要はなく、軽量化のためになるべく多くの部材をFRP主体の材料で形成するようにすればよい。 The cable support structure can be installed in a structure other than a tunnel, and for example, it may be installed on the back surface of an elevated highway. When installed in an environment where there is little risk of corrosion, not all members need to be made of FRP-based material, and as many members as possible are made of FRP-based material for weight reduction. You can do it like this.

今回開示された実施の形態はすべての点で例示であって制限的なものではないと考えられるべきである。本発明の範囲は、上記した意味ではなく、特許請求の範囲によって示され、特許請求の範囲と均等の意味および範囲内でのすべての変更が含まれることが意図される。 It should be considered that the embodiments disclosed this time are exemplary in all respects and not restrictive. The scope of the present invention is indicated by the scope of claims, not the above-mentioned meaning, and is intended to include all modifications within the meaning and scope equivalent to the scope of claims.

例えば、上述した実施形態では、支柱1の片側にケーブル支持部材3が設置されているが、ケーブル支持部材は支柱の両側に設置してもよい。 For example, in the above-described embodiment, the cable support member 3 is installed on one side of the column 1, but the cable support members may be installed on both sides of the column.

1 支柱
2 受け部材
3 ケーブル支持部材
11 柱本体
12 ベースプレート
21 接続プレート
22 ラダー受けパイプ
23 ラダー受け
31 ラダー(長手部材)
32 クリートベース(ベース部材)
33 ケーブルベース(ベース部材)
34、35 ケーブルクリート
C1 本線用ケーブル
C2 帰線用ケーブル
1 Pillar 2 Receiving member 3 Cable support member 11 Pillar body 12 Base plate 21 Connection plate 22 Ladder receiving pipe 23 Ladder receiving 31 Ladder (longitudinal member)
32 Cleat base (base member)
33 Cable base (base member)
34, 35 Cable Cleat C1 Main line cable C2 Return line cable

Claims (2)

構造物から吊り下げられた状態で、その構造物に沿って布設されるケーブルを支持するケーブル支持構造体において、
前記構造物に上端部を固定される複数の支柱と、前記各支柱の下端部に取り付けられる受け部材と、前記各受け部材に載置される状態で取り付けられるケーブル支持部材とを備え、前記支柱と受け部材とケーブル支持部材のうちの少なくとも1種類の部材が繊維強化樹脂を主体とする材料で形成されていることを特徴とするケーブル支持構造体。
In a cable support structure that supports cables laid along a structure while suspended from the structure.
The support is provided with a plurality of columns whose upper ends are fixed to the structure, a receiving member attached to the lower end of each column, and a cable support member attached while being mounted on each receiving member. A cable support structure, characterized in that at least one of the receiving member and the cable supporting member is made of a material mainly made of fiber reinforced resin.
前記ケーブル支持部材が、前記各受け部材に支持され、ケーブル布設方向に沿って互いに平行に延びる2本の長手部材と、前記長手部材どうしをその長手方向の複数個所で連結するベース部材と、前記ケーブルを通す状態で前記各ベース部材に回動可能に取り付けられるケーブルクリートとを備えていることを特徴とする請求項1に記載のケーブル支持構造体。 The cable support member is supported by each of the receiving members, and two longitudinal members extending in parallel with each other along the cable laying direction, a base member connecting the longitudinal members at a plurality of locations in the longitudinal direction, and the above. The cable support structure according to claim 1, further comprising a cable cleat that is rotatably attached to each of the base members while passing a cable.
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CN114962789A (en) * 2022-04-08 2022-08-30 福建华航建设集团有限公司 Adjustable pipeline support and hanger and installation method
CN117200102A (en) * 2023-11-07 2023-12-08 国网山东省电力公司沂源县供电公司 Cable laying bridge

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JP2007259591A (en) * 2006-03-23 2007-10-04 Kurimoto Kasei Kogyo Kk Power cable cleat
JP2019505157A (en) * 2016-01-13 2019-02-21 パンドウィット・コーポレーション Ladder rack and cable cleat system

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JPS63194523U (en) * 1987-05-30 1988-12-14
JP2005184893A (en) * 2003-12-16 2005-07-07 Airec Engineering Corp Cable supporting fixture for tunnel
JP2007259591A (en) * 2006-03-23 2007-10-04 Kurimoto Kasei Kogyo Kk Power cable cleat
JP2019505157A (en) * 2016-01-13 2019-02-21 パンドウィット・コーポレーション Ladder rack and cable cleat system

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114962789A (en) * 2022-04-08 2022-08-30 福建华航建设集团有限公司 Adjustable pipeline support and hanger and installation method
CN114962789B (en) * 2022-04-08 2023-04-14 福建华航建设集团有限公司 Adjustable pipeline support and hanger and installation method
CN117200102A (en) * 2023-11-07 2023-12-08 国网山东省电力公司沂源县供电公司 Cable laying bridge
CN117200102B (en) * 2023-11-07 2024-02-23 国网山东省电力公司沂源县供电公司 Cable laying bridge

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