JP3099282B2 - Reinforcement structure for cable laying roads such as trenches and canals - Google Patents
Reinforcement structure for cable laying roads such as trenches and canalsInfo
- Publication number
- JP3099282B2 JP3099282B2 JP04245184A JP24518492A JP3099282B2 JP 3099282 B2 JP3099282 B2 JP 3099282B2 JP 04245184 A JP04245184 A JP 04245184A JP 24518492 A JP24518492 A JP 24518492A JP 3099282 B2 JP3099282 B2 JP 3099282B2
- Authority
- JP
- Japan
- Prior art keywords
- cable
- cable laying
- inner peripheral
- laying path
- reinforcing
- 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.)
- Expired - Fee Related
Links
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
Landscapes
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
- Lining And Supports For Tunnels (AREA)
- Laying Of Electric Cables Or Lines Outside (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は、溝、洞道等のケーブル
敷設路を対象として、該ケーブル敷設路を補強する溝、
洞道等のケーブル敷設路の補強構造に関するものであ
る。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a cable laying path, such as a groove or a cave, for reinforcing the cable laying path.
The present invention relates to a reinforcing structure for a cable laying path such as a cave.
【0002】[0002]
【従来の技術】一般に、市街地においては、通信、送電
等に使用されるケーブルが溝、洞道等のケーブル敷設路
に配設されている。このケーブル敷設路には、図3に示
すように、その内周に鉄筋コンクリート製の内周壁1が
構築され、この内周壁1にケーブル敷設設備2が配設さ
れている。このケーブル敷設設備2は、前記内周壁1の
内周方向に延びる複数の立金物3が洞道等の延在方向に
沿って並設され、この立金物3に受金物4が取り付けら
れ、この受金物4に複数本のケーブル5が載置された構
成にされている。前記溝、洞道等の内周壁1が経年変化
により劣化した場合には、既設の内周壁1を取り壊し、
溝、洞道等に鉄筋コンクリートを構築し、内周壁1を新
設している。2. Description of the Related Art Generally, in an urban area, cables used for communication, power transmission, and the like are arranged on cable laying paths such as trenches and caves. As shown in FIG. 3, an inner peripheral wall 1 made of reinforced concrete is constructed on an inner periphery of the cable laying path, and a cable laying facility 2 is arranged on the inner peripheral wall 1. In this cable laying facility 2, a plurality of uprights 3 extending in the inner circumferential direction of the inner peripheral wall 1 are arranged in parallel along the extending direction of a cave or the like, and a receiving object 4 is attached to the uprights 3. A plurality of cables 5 are placed on the receiving object 4. When the inner peripheral wall 1 of the groove, the cave, etc. is deteriorated due to aging, the existing inner peripheral wall 1 is demolished,
Reinforced concrete is built in trenches, tunnels, etc., and the inner peripheral wall 1 is newly constructed.
【0003】[0003]
【発明が解決しようとする課題】しかしながら、溝、洞
道等に内周壁1を新設する場合にあっては、開削工事が
必要になり、溝、洞道が重要な幹線道路下に埋設されて
いるときは、幹線道路から開削工事を行なう必要があ
る。このため、車等が走行する幹線道路を走行停止にし
なければならず、幹線道路利用者の走行が停止される。
そこで、既設の溝、洞道等の内周壁1を補強する補強構
造が提案されている。かかる補強構造にあっては、既設
の溝、洞道等の内周壁1が補強されるため、開削工事が
不要であり、重要な幹線道路に広く期待されている。However, when a new inner peripheral wall 1 is to be installed in a ditch, a cave, or the like, digging work is required, and the ditch or cave is buried under an important arterial road. When there is, it is necessary to perform excavation work from the main road. For this reason, it is necessary to stop traveling on the main road on which the vehicle travels, and the traveling of the main road user is stopped.
Therefore, a reinforcement structure for reinforcing the inner peripheral wall 1 such as an existing groove or a cave has been proposed. In such a reinforcing structure, since the inner peripheral wall 1 such as an existing ditch or a cave is reinforced, digging work is unnecessary, and it is widely expected for an important arterial road.
【0004】しかしながら、既設の内周壁1を補強する
場合にあっては、既設の内周壁1の内側に鉄筋コンクリ
ート製補強体が構築され、この補強体の内側に立金物3
が並設され、これら立金物3に受金物4が取り付けら
れ、この受金物4にケーブル5が載置される。このた
め、既設の内周壁1の断面積が補強体で狭くされ、さら
に補強体の中空の断面積が立金物4で狭くされるから、
これら立金物4にケーブル5を収納する作業が困難にな
り、既設の溝、洞道等にケーブル5の点検通路を確保す
ることが困難になり、既設の洞道等に補強体を構築でき
ない場合がある。However, when reinforcing the existing inner peripheral wall 1, a reinforced concrete reinforcing body is constructed inside the existing inner peripheral wall 1, and the upright 3 is provided inside the reinforcing body.
Are mounted side by side, and a receiving object 4 is attached to the uprights 3, and a cable 5 is placed on the receiving object 4. For this reason, the cross-sectional area of the existing inner peripheral wall 1 is reduced by the reinforcing member, and the hollow cross-sectional area of the reinforcing member is further reduced by the metal fitting 4.
When it is difficult to store the cable 5 in the metal fittings 4, it is difficult to secure a check passage for the cable 5 in an existing groove, a cave, or the like, and it is not possible to construct a reinforcing body in the existing cave or the like. There is.
【0005】本発明は前記課題を有効に解決するもの
で、既設の洞道等を補強する補強構造を提供し、幹線道
路の利用等を制限することなく、かつ、ケーブルの収納
・点検作業が可能なスペースを確保させた溝、洞道等の
ケーブル敷設路の補強構造を提供することを目的とす
る。[0005] The present invention effectively solves the above-mentioned problems, and provides a reinforcing structure for reinforcing an existing cave, etc., without restricting the use of a main road, etc., and for storing and inspecting cables. An object of the present invention is to provide a reinforcing structure for a cable laying path such as a groove or a cave where a possible space is secured.
【0006】[0006]
【課題を解決するための手段】本発明の溝、洞道等のケ
ーブル敷設路の補強構造は、ケーブルが敷設される溝、
洞道等のケーブル敷設路を対象として、該ケーブル敷設
路を補強するケーブル敷設路の補強構造であって、前記
ケーブル敷設路の内周面を補強する補強体と、該補強体
に取り付けられ、前記ケーブルを支持する立金物とを有
する構成にされ、前記補強体は、プレキャストコンクリ
ート製のセグメントをケーブル敷設路の長さ方向に連結
して構成され、該セグメントの端面内周側には前記立金
物を嵌め合わせるための切欠部が箱抜きされて形成さ
れ、該切欠部に前記立金物が嵌め合わされていることを
特徴とするものである。SUMMARY OF THE INVENTION According to the present invention, there is provided a reinforcing structure for a cable laying path such as a groove, a cave, or the like.
A cable laying path reinforcing structure for reinforcing a cable laying path for a cable laying path such as a cave, and a reinforcing body for reinforcing an inner peripheral surface of the cable laying path, and attached to the reinforcing body, And a metal support for supporting the cable, wherein the reinforcing member is a precast concrete.
Link segments along the length of the cable path
The standing metal is provided on the inner peripheral side of the end face of the segment.
The notch for fitting the object is cut out of the box and formed.
And the upright is fitted into the notch .
【0007】[0007]
【作用】本発明は、既設の洞道等のケーブル敷設路内に
プレキャストコンクリート製のセグメントからなる補強
体を組み立て、その補強体により既設ケーブル敷設路の
内面を覆うことで補強効果を得る。そして、ケーブルを
支持するための立金物を補強体に形成した切欠部に嵌め
合わせることで、立金物がケーブル敷設路の内側に突出
することを防止して内部有効空間を大きく確保する。立
金物を嵌め合わせるための切欠部はセグメントの端面内
周側つまり他のセグメントとの連結部の内周面側に形成
されているので、そのような切欠部を設けてもセグメン
トの強度が低下することはない。また、互いに連結され
るセグメントの双方の端面内周側にそれぞれ切欠部を形
成しておき、セグメントどうしの連結によりそれら切欠
部が自ずと合わせられて1本の立金物を嵌め合わせる大
きさの切欠部が形成されるようにしておくことにより、
個々のセグメントに形成する切欠部は半分ずつの大きさ
で済み、セグメントの断面欠損を小さくできる。なお、
切欠部は必ずしも全てのセグメントに設ける必要はな
く、セグメントの幅寸法と立金物の設置間隔に応じてた
とえば1つおきあるいは2つおきに設ける等、必要なセ
グメントのみに設ければ良い。 According to the present invention, the present invention is applicable to a cable laying path such as an existing cave.
Reinforcement made of precast concrete segments
Assemble the body and use the reinforcing body to
A reinforcing effect is obtained by covering the inner surface. And the cable
Fit the support upright into the notch formed in the reinforcement
The fittings protrude inside the cable laying path
And secure a large internal effective space. Standing
Notch for fitting metal is inside the end face of segment
Formed on the circumferential side, that is, on the inner circumferential side of the connection with other segments
That the notch is provided
The strength of the metal does not decrease. Also linked to each other
Notches are formed on the inner peripheral sides of both end faces of
And cut them out by connecting segments
The parts are naturally joined together and a single fitting is fitted.
By having a notch of size formed,
Cutouts formed in individual segments are halved in size
And the segmental loss of the segment can be reduced. In addition,
Notches do not have to be provided in all segments.
Depending on the width of the segment and the spacing between
For example, every other or every third
Only to be provided for the fuel.
【0008】[0008]
【実施例】以下、本発明の溝、洞道等のケーブル敷設路
の補強構造の一実施例について、図1ないし図2を参照
しながら説明する。ここで、従来例と同一のものについ
ては同一符号を用いて説明を簡略化する。図1に示すよ
うに、符号10は溝、洞道等のケーブル敷設路の補強構
造であり、このケーブル敷設路の補強構造10は、ケー
ブル5が敷設されるケーブル敷設路12を対象として、
このケーブル敷設路12の内周面に構築された既設の内
周壁1と、この内周壁1の内側に構築され、該内周壁1
を補強する補強体15と、この補強体15に取り付けら
れ、前記ケーブル5を支持する立金物3とを有する構成
にされている。前記既設の内周壁1と補強体15との間
には、この補強体15を既設の内周壁1に固定するグラ
ウト等の充填材17が充填され、この充填材17に排水
材16が埋め込まれている。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of a reinforcing structure for a cable laying path such as a groove or a cave according to the present invention will be described below with reference to FIGS. Here, the same reference numerals are used for the same components as those in the conventional example, and the description is simplified. As shown in FIG. 1, reference numeral 10 denotes a reinforcing structure of a cable laying path such as a groove or a cave, and the reinforcing structure 10 of the cable laying path targets a cable laying path 12 on which the cable 5 is laid.
An existing inner peripheral wall 1 constructed on the inner peripheral surface of the cable laying path 12 and an inner peripheral wall 1 constructed on the inner side of the inner peripheral wall 1.
And a reinforcing member 3 attached to the reinforcing member 15 and supporting the cable 5. A filler 17 such as a grout for fixing the reinforcing member 15 to the existing inner peripheral wall 1 is filled between the existing inner peripheral wall 1 and the reinforcing member 15, and a drainage member 16 is embedded in the filling member 17. ing.
【0009】前記補強体15は、プレキャスト鉄筋コン
クリート製セグメント20を複数連結してなり、ケーブ
ル敷設路12の延在方向に沿って既設の内周壁1に配設
されている。セグメント20は、図2に示すように、ケ
ーブル敷設路12の延在方向に開口された中空状に形成
され、両端部を下方に折曲形成された頂版21と、この
頂版21の両端部にそれぞれ固定される二枚の側版22
と、これら側版22に固定され、両端部を上方に折曲形
成された底版23とから構成されている。The reinforcing member 15 is formed by connecting a plurality of precast reinforced concrete segments 20 and is disposed on the existing inner peripheral wall 1 along the extending direction of the cable laying path 12. As shown in FIG. 2, the segment 20 is formed in a hollow shape opened in the extending direction of the cable laying path 12, and has a top plate 21 having both ends bent downward, and both ends of the top plate 21. Two side plates 22 respectively fixed to the part
And a bottom plate 23 fixed to these side plates 22 and having both ends bent upward.
【0010】これら頂版21、側版22、底版23は、
ボルト等の締結部材24でそれぞれ固定されている。各
セグメント20は各頂版21同士と各底版23同士とに
連結鋼棒25を貫通され、この連結鋼棒25で隣接する
各セグメント20が連結されている。ここで、底版23
の上面には、排水溝26が形成されている。The top plate 21, side plate 22, and bottom plate 23 are
Each is fixed by a fastening member 24 such as a bolt. Each of the segments 20 passes through the connecting steel bar 25 between the top plates 21 and the bottom plates 23, and the adjacent segments 20 are connected by the connecting steel bars 25. Here, the bottom plate 23
A drain groove 26 is formed on the upper surface of the.
【0011】セグメント20には、一方の開口端面に、
かつ、その内周面側に切欠部27が形成されている。こ
の切欠部27は、断面視台形に形成された凹部を二分し
て形成され、隣接する各セグメント20の切欠部27に
対向配置され、このセグメント20の側版22と、頂版
21、底版23の折曲形成された両端部とに形成されて
いる。この切欠部27は、セグメント20の型枠に設け
た箱体と略同一外形に形成されている。すなわち、セグ
メント20の型枠にコンクリートを打設し、この型枠を
取り外すときに、前記箱体を抜くことにより、切欠部2
7を形成する。いわゆる、対向する切欠部27は、セグ
メント20の内周面に、その周方向に沿って箱抜きされ
ている。この切欠部27は三個のセグメント20の二箇
所に形成され、すなわち、三個のセグメント20の一箇
所が箱抜きされている。The segment 20 has one open end face,
A notch 27 is formed on the inner peripheral surface side. The cutout portion 27 is formed by bisecting a concave portion formed in a trapezoidal shape in cross section, and is arranged to face the cutout portion 27 of each adjacent segment 20, and the side plate 22, the top plate 21, and the bottom plate 23 of the segment 20. Are formed at both bent end portions. The cutout portion 27 is formed to have substantially the same outer shape as the box provided on the mold of the segment 20. That is, concrete is poured into the formwork of the segment 20, and when the formwork is removed, the box is pulled out, so that the notch 2
7 is formed. The so-called opposing notch 27 is cut out of the inner peripheral surface of the segment 20 along the circumferential direction. The cutout portions 27 are formed at two places of the three segments 20, that is, one place of the three segments 20 is hollowed out.
【0012】立金物3は、アングル枠等の棒状構造体か
らなり、隣接する切欠部27に嵌め合わされ、すなわ
ち、セグメント20の箱抜きされた部分に嵌め合わさ
れ、ケーブル敷設路12に沿って並設されている。立金
物3には、その上部と下部とに受金物4が取り付けられ
ている。この受金物4には、複数本のケーブル5が載置
されている。The metal fitting 3 is formed of a rod-like structure such as an angle frame, and is fitted into the adjacent notch 27, that is, is fitted into the boxed portion of the segment 20, and is provided side by side along the cable laying path 12. Have been. The metal fittings 4 are attached to the upper and lower parts of the metal fittings 3. A plurality of cables 5 are placed on the receiving object 4.
【0013】溝、洞道等のケーブル敷設路の補強構造1
0では、ケーブル5を受金物4から取り外し、この受金
物4とともに立金物3を既設の内周壁1から取り外す。
一方、あらかじめ構築されたセグメント20の頂版2
1、側版22、底版23をケーブル敷設路12に挿入す
る。そして、セグメント20を締結部材24で組み立
て、連結鋼棒25を各セグメント20に貫通させること
により、ケーブル敷設路12に沿ってセグメント20を
配設する。これらセグメント20を既設の内周壁1に充
填材17で固定することにより、補強体15を構築す
る。その後、セグメント20の対向する切欠部27(箱
抜きされた部分)に立金物3を嵌め合わせ、この立金物
3に受金物4を取り付け、この受金物4にケーブル5を
載置する。[0013] Reinforcing structure 1 for cable laying roads such as grooves, caves, etc.
At 0, the cable 5 is detached from the receiving object 4, and the standing object 3 is detached from the existing inner peripheral wall 1 together with the receiving object 4.
On the other hand, the top plate 2 of the segment 20 constructed in advance
1. Insert the side plate 22 and the bottom plate 23 into the cable laying path 12. Then, the segments 20 are assembled along the cable laying path 12 by assembling the segments 20 with the fastening members 24 and penetrating the connecting steel bars 25 through the respective segments 20. The reinforcing body 15 is constructed by fixing the segments 20 to the existing inner peripheral wall 1 with the filler 17. Thereafter, the metal fittings 3 are fitted into the opposed notches 27 (portions from which the boxes are removed) of the segments 20, the metal fittings 4 are attached to the metal fittings 3, and the cables 5 are placed on the metal fittings 4.
【0014】このような溝、洞道等のケーブル敷設路の
補強構造10によれば、ケーブル5が敷設されるケーブ
ル敷設路12を対象として、該ケーブル敷設路12を補
強してなり、該ケーブル敷設路12の内周面を補強する
複数のセグメント20からなる補強体15と、該補強体
15に取り付けられ、前記ケーブル5を支持する立金物
3とを有するから、既設の内周壁1に複数のセグメント
20を配設することにより、補強体15で既設の内周壁
1を補強でき、ケーブル敷設路12内に配設された立金
物3でケーブル5を支持できる。このため、既設の内周
壁1の取り壊し、この内周壁1の新設作業を不要にで
き、幹線道路から開削工事を不要にできるから、幹線道
路の利用等を制限することなく、既設のケーブル敷設路
12を補強でき、ケーブル敷設路12の補強作業性を向
上させることができる。According to the reinforcing structure 10 for a cable laying path such as a groove or a cave, the cable laying path 12 is reinforced for the cable laying path 12 on which the cable 5 is laid. Since it has a reinforcing member 15 composed of a plurality of segments 20 for reinforcing the inner peripheral surface of the laying path 12 and the metal fittings 3 attached to the reinforcing member 15 and supporting the cable 5, a plurality of reinforcing members 15 are provided on the existing inner peripheral wall 1. By arranging the segment 20, the existing inner peripheral wall 1 can be reinforced by the reinforcing body 15, and the cable 5 can be supported by the metal fittings 3 arranged in the cable laying path 12. For this reason, the existing inner peripheral wall 1 can be demolished and the new installation work of the inner peripheral wall 1 can be made unnecessary, and the excavation work from the main road can be made unnecessary. Therefore, the existing cable laying path is not restricted without restricting the use of the main road. 12 can be reinforced, and the workability of reinforcing the cable laying path 12 can be improved.
【0015】前記補強体15のセグメント20は、一方
の開口部端面に、その周方向に沿って切欠部27を形成
され、この切欠部27を対向配置させることにより、補
強体15は箱抜きされ、この箱抜きされた部分、すなわ
ち、対向する切欠部27には、前記立金物3が嵌め合わ
されているから、既設の内周壁1の断面積が補強体15
で狭くされた場合にあっても、この補強体15の中空の
断面積が立金物3でさらに狭くなるのを抑さえることが
できる。このため、立金物3にケーブル5を収納する収
納作業性が低下するのを防止でき、各セグメント20の
中空の断面積が確保されるから、既設のケーブル敷設路
12にケーブル5の点検通路を確保でき、既設のケーブ
ル敷設路12に補強体15を構築できる。In the segment 20 of the reinforcing member 15, a notch 27 is formed at one end face of the opening along the circumferential direction, and the reinforcing member 15 is removed from the box by disposing the notches 27 to face each other. The cut-out portion, that is, the cut-out portion 27 facing the cut-out portion 27 is fitted with the metal fitting 3, so that the cross-sectional area of the existing inner peripheral wall 1 is
Even when the reinforcing member 15 is narrowed, it is possible to prevent the hollow sectional area of the reinforcing member 15 from being further narrowed by the metal fittings 3. For this reason, it is possible to prevent the workability of storing the cable 5 in the metal fitting 3 from being lowered, and to secure the hollow cross-sectional area of each segment 20, so that the existing cable laying path 12 has an inspection passage for the cable 5. Thus, the reinforcing member 15 can be constructed on the existing cable laying path 12.
【0016】また、立金物3を嵌め合わせるための切欠
部27をセグメント20の端面内周側つまり他のセグメ
ント20との連結部の内周面側に形成しているので、そ
のような切欠部27を設けてもセグメント20の強度が
低下することはない。切欠部27を端面にではなくセグ
メント20の中間部に形成することは、断面欠損による
セグメント20の強度低下が避けられないので好ましく
ない。さらに、上記実施例のように互いに連結されるセ
グメント20の双方の端面内周側にそれぞれ切欠部27
を形成しておいて、セグメント20どうしを連結するこ
とでそれら切欠部27どうしが自ずと合わせられて1本
の立金物3を嵌め合わせる大きさの切欠部が形成される
ようにしておくことにより、個々のセグメント20に形
成する切欠部27は立金物3の断面寸法の半分の大きさ
で良く、したがって切欠部27を設けることによるセグ
メント20の断面欠損は小さくて済む。なお、上記実施
例は3個のセグメント20を連結した長さにつき1本の
立金物3を設ける場合の例であるので、3個のセグメン
ト20のうち2個のセグメントに対して切欠部27を設
けるようにしたが、切欠部27はセグメント20の幅寸
法と立金物3の設置間隔に応じて必要なセグメント20
に対して設ければ良い。 Notches for fitting the metal fittings 3
The portion 27 is located on the inner peripheral side of the end face of the segment 20, that is, another segment.
Since it is formed on the inner peripheral surface side of the connection portion with the
Even if the notch 27 is provided, the strength of the segment 20 can be improved.
It does not decline. Notch 27 not on end face
Forming in the middle part of the ment 20 is due to a cross-sectional defect.
It is preferable because the strength of the segment 20 is inevitably reduced.
Absent. Further, the cells connected to each other as in the above-described embodiment.
Notches 27 on the inner peripheral sides of both end faces of the
Is formed, and the segments 20 are connected to each other.
And one notch 27 is joined together by itself
Notch of a size to fit the metal fitting 3 is formed
By doing so, the individual segments 20 can be shaped
The notch 27 formed is half the cross-sectional dimension of the metal fitting 3.
Therefore, the seg by providing the notch 27
The cross-sectional defect of the ment 20 can be small. The above implementation
An example is one for the length connecting three segments 20
Since this is an example of the case where the metal fittings 3 are provided, three segments are used.
Notches 27 for two segments of
The notch 27 is the width dimension of the segment 20
Necessary segments 20 according to the law and the installation interval of the metal fittings 3
Should be provided for
【0017】[0017]
【0018】[0018]
【発明の効果】以上説明したように、本発明の溝、洞道
等のケーブル敷設路の補強構造によれば、ケーブルが敷
設される溝、洞道等のケーブル敷設路を対象として、該
ケーブル敷設路を補強してなり、該ケーブル敷設路の内
周面を補強する補強体と、該補強体に取り付けられ、前
記ケーブルを支持する立金物とを有する構成にされてい
るから、既設のケーブル敷設路を補強でき、このケーブ
ル敷設路内の立金物でケーブルを支持できる。このた
め、既設の内周壁の取り壊し、この内周壁の新設作業を
不要にでき、重要な幹線道路が配設された市街地にあっ
ても、幹線道路から開削工事を不要にできるから、幹線
道路の利用等を制限することなく、既設のケーブル敷設
路を補強でき、ケーブル敷設路の補強作業性を向上させ
ることができる。As described above, according to the reinforcing structure for a cable laying path such as a groove or a cave of the present invention, the cable is laid on a cable laying path such as a groove or a cave where a cable is laid. The existing cable is constructed by reinforcing a laying path and having a reinforcing body for reinforcing the inner peripheral surface of the cable laying path, and a metal fitting attached to the reinforcing body and supporting the cable. The laying path can be reinforced, and the cable can be supported by the metal fittings in the cable laying path. For this reason, it is not necessary to demolish the existing inner peripheral wall and rebuild the inner peripheral wall, and even in an urban area where important arterial roads are located, it is not necessary to dig up the arterial roads. The existing cable laying path can be reinforced without restricting the use and the like, and the workability of reinforcing the cable laying path can be improved.
【0019】特に、本発明は、既設の洞道等のケーブル
敷設路内にプレキャストコンクリート製のセグメントか
らなる補強体を組み立て、その補強体により既設ケーブ
ル敷設路の内面を覆う構成としたことにより優れた補強
効果が得られることはもとより、ケーブルを支持するた
めの立金物を補強体に形成した切欠部に嵌め合わせる構
成としたので、立金物がケーブル敷設路の内側に突出す
ることを防止して内部有効空間を大きく確保することが
できる。また、立金物を嵌め合わせるための切欠部はセ
グメントの端面内周側つまり他のセグメントとの連結部
の内周面側に形成したので、そのような切欠部を設けて
もセグメントの強度が低下することはないし、互いに連
結されるセグメントの双方の端面内周側にそれぞれ切欠
部を形成しておいてそれらを合わせて1本の立金物を嵌
め合わせる大きさの切欠部とすることにより、個々のセ
グメントに形成する切欠部は小さくて済み断面欠損を小
さくすることができる。 In particular, the present invention relates to a cable for an existing cave or the like.
Precast concrete segments in the laid road
Of the existing cable
Excellent reinforcement due to the structure that covers the inner surface of the road
Not only is the effect obtained, but also
A metal fitting is fitted into the notch formed in the reinforcement.
The metal fittings protrude inside the cable laying path.
And secure a large internal effective space.
it can. The notch for fitting the metal fittings is
On the inner peripheral side of the end face of the segment, that is, the connection with other segments
Since it was formed on the inner peripheral surface side of such a notch,
Does not reduce the strength of the segments and
Notches on the inner peripheral side of both end faces of the segments to be connected
Form a part, fit them together and fit one stand
The notches are large enough to fit
Cutouts are small, and cross-sectional defects are small.
Can be frustrated.
【図1】本発明の溝、洞道等のケーブル敷設路の補強構
造を示す断面図である。FIG. 1 is a cross-sectional view showing a reinforcing structure of a cable laying path such as a groove or a cave according to the present invention.
【図2】図1の補強体を示す展開斜視図である。FIG. 2 is an exploded perspective view showing the reinforcing member of FIG.
【図3】従来のケーブル敷設路を示す断面図である。FIG. 3 is a sectional view showing a conventional cable laying path.
3 立金物 5 ケーブル 10 溝、洞道等のケーブル敷設路の補強構造 12 ケーブル敷設路 15 補強体20 セグメント 27 切欠部 DESCRIPTION OF SYMBOLS 3 Stand metal 5 Cable 10 Reinforcement structure of cable laying path such as groove, cave, etc. 12 Cable laying path 15 Reinforcement body 20 Segment 27 Notch
───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 平5−272295(JP,A) (58)調査した分野(Int.Cl.7,DB名) E21D 11/04 E21D 11/08 E21F 17/02 H02G 1/06 309 H02G 9/04 - 9/10 ──────────────────────────────────────────────────続 き Continuation of front page (56) References JP-A-5-272295 (JP, A) (58) Fields investigated (Int. Cl. 7 , DB name) E21D 11/04 E21D 11/08 E21F 17 / 02 H02G 1/06 309 H02G 9/04-9/10
Claims (1)
ブル敷設路を対象として、該ケーブル敷設路を補強する
ケーブル敷設路の補強構造であって、前記ケーブル敷設
路の内周面を補強する補強体と、該補強体に取り付けら
れ、前記ケーブルを支持する立金物とを有する構成にさ
れ、前記補強体は、プレキャストコンクリート製のセグ
メントをケーブル敷設路の長さ方向に連結して構成さ
れ、該セグメントの端面内周側には前記立金物を嵌め合
わせるための切欠部が箱抜きされて形成され、該切欠部
に前記立金物が嵌め合わされていることを特徴とする
溝、洞道等のケーブル敷設路の補強構造。A cable laying path reinforcing structure for reinforcing a cable laying path for a cable laying path such as a groove or a cave where a cable is laid, wherein the inner peripheral surface of the cable laying path is reinforced. And a stiffener attached to the reinforcement and supporting the cable, wherein the reinforcement is a precast concrete segment.
Components along the length of the cable path.
And the metal fitting is fitted on the inner peripheral side of the end face of the segment.
A notch for adjusting the shape is formed by cutting out a box, and the notch is
The reinforcing structure for a cable laying path such as a groove or a cave , wherein the metal fitting is fitted to the cable.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP04245184A JP3099282B2 (en) | 1992-09-14 | 1992-09-14 | Reinforcement structure for cable laying roads such as trenches and canals |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP04245184A JP3099282B2 (en) | 1992-09-14 | 1992-09-14 | Reinforcement structure for cable laying roads such as trenches and canals |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0693628A JPH0693628A (en) | 1994-04-05 |
| JP3099282B2 true JP3099282B2 (en) | 2000-10-16 |
Family
ID=17129865
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP04245184A Expired - Fee Related JP3099282B2 (en) | 1992-09-14 | 1992-09-14 | Reinforcement structure for cable laying roads such as trenches and canals |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3099282B2 (en) |
Families Citing this family (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100656801B1 (en) * | 2006-09-14 | 2006-12-14 | 주식회사 선진엔지니어링 종합건축사 사무소 | Animal movement culvert pipe that becomes an animal transportation passage |
| KR100871897B1 (en) * | 2008-08-14 | 2008-12-05 | 김점주 | Wire line holder for adjusting wiring position of distribution line |
| KR100889046B1 (en) * | 2008-08-18 | 2009-03-20 | 이경연 | Line support pipe for underground distribution line protection |
| KR100901876B1 (en) * | 2008-08-19 | 2009-06-11 | (주)성문엔지니어링 | Underground cable protector |
| KR100870247B1 (en) * | 2008-08-20 | 2008-11-25 | (주) 대경엔지니어링 | Buried underground cable holder |
| KR101145356B1 (en) * | 2012-02-02 | 2012-05-17 | (주)신영엔지니어링 | Fixing apparatus of electric power cable with very high voltage in underground manhole |
| CN107859534B (en) * | 2017-12-25 | 2024-09-13 | 南京迈拓园区管理服务有限公司 | A subway box structure with good compression resistance |
| CN109347030B (en) * | 2018-10-29 | 2020-07-31 | 南京远能电力工程有限公司 | Integrated cable support |
| CN110778336A (en) * | 2019-11-07 | 2020-02-11 | 四川省交通勘察设计研究院有限公司 | A multi-system semi-fabricated tunnel lining structure and its construction method |
| JP7477113B2 (en) * | 2021-05-07 | 2024-05-01 | 日本電信電話株式会社 | Self-weight fixing frame and assembly method thereof |
-
1992
- 1992-09-14 JP JP04245184A patent/JP3099282B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0693628A (en) | 1994-04-05 |
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