JPH0337377B2 - - Google Patents

Info

Publication number
JPH0337377B2
JPH0337377B2 JP59281368A JP28136884A JPH0337377B2 JP H0337377 B2 JPH0337377 B2 JP H0337377B2 JP 59281368 A JP59281368 A JP 59281368A JP 28136884 A JP28136884 A JP 28136884A JP H0337377 B2 JPH0337377 B2 JP H0337377B2
Authority
JP
Japan
Prior art keywords
block
groove
cross
blocks
road
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 - Lifetime
Application number
JP59281368A
Other languages
Japanese (ja)
Other versions
JPS61157211A (en
Inventor
Kazuichi Sasa
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
DAINICHI KONKURIITO KOGYO KK
Original Assignee
DAINICHI KONKURIITO KOGYO KK
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by DAINICHI KONKURIITO KOGYO KK filed Critical DAINICHI KONKURIITO KOGYO KK
Priority to JP28136884A priority Critical patent/JPS61157211A/en
Publication of JPS61157211A publication Critical patent/JPS61157211A/en
Publication of JPH0337377B2 publication Critical patent/JPH0337377B2/ja
Granted legal-status Critical Current

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  • Laying Of Electric Cables Or Lines Outside (AREA)

Description

【発明の詳細な説明】 産業上の利用分野 本発明は、道路を占用する電力・電信などのケ
ーブルを収容する地中管路を、横断路を設けた蓋
掛け式溝ブロツクとしたケーブル共同溝の改良に
関するものである。
[Detailed Description of the Invention] Industrial Application Field The present invention provides a cable common trench in which an underground conduit for accommodating power, telegraph, etc. cables that occupy roads is constructed as a covered trench block with a cross passage. This is related to the improvement of.

従来の技術 従来、電力・電信などのケーブルは、主に電柱
に支持された架空線であつたが、防災活動に支障
を来すことや都市景観の向上を図るため、電線の
地中化が提唱されて久しい。然し、電線地中化の
建設コストが架空線の十数倍であるため実施は遅
遅として進まないので、歩道に蓋掛け式の溝ブロ
ツクという簡単な構造、従つて建設コストの低い
地中路を構築し、架空線を共同収容する方式が検
討され、試験的に施工された(例えば経済調査会
発行の積算資料1984年5月号前文6〜7頁“配電
線の地中化とキヤブシステム”記載)。この方式
は、前述したように地表面に設けた蓋掛け方式と
いう簡易な構造であるので、建設コストは低廉と
なり工期も短縮できケーブルの維持修繕も容易で
あるなど有用な方式である。又、ベース部分の側
壁から側壁を立上らせて溝を形成しベース部分に
ケーブル等を通す溝構造が米国特許第3815304号
に開示されている。
Conventional technology In the past, power and telegraph cables were mainly overhead wires supported by utility poles, but in order to prevent disaster prevention activities and to improve the urban landscape, the cables were moved underground. It has been proposed for a long time. However, since the construction cost of undergrounding electric cables is more than ten times that of overhead lines, implementation is slow and slow, so it is recommended to construct an underground path with a simple structure of covered ditch blocks on the sidewalk, which is therefore cheaper to construct. However, a method of jointly accommodating overhead lines was studied and constructed on a trial basis (for example, "Underground Distribution Lines and the Cab System" in the preface of the May 1984 issue of the Economic Research Institute, pp. 6-7). description). As mentioned above, this method has a simple structure with a lid installed on the ground surface, so it is a useful method as the construction cost is low, the construction period is shortened, and the maintenance and repair of the cable is easy. Further, US Pat. No. 3,815,304 discloses a groove structure in which a side wall of a base portion is raised up to form a groove and a cable or the like is passed through the base portion.

発明が解決しようとする問題点 しかしながら、共同溝の側壁に懸架されている
ケーブルを、それぞれの側から他の側の外部へ引
き出すには、溝内を横断しなければならない。異
種のケーブル、殊に通常離隔距離の考慮を必要と
するケーブルの溝内横断は、好ましくないし後々
の作業の支障となる。また、道路面と蓋表面との
縦横断面勾配は同一としなければ交通の支障とな
るので、前記試験施工では溝ブロツクの布設に当
り基盤上に乾モルタルで微調整し乍ら施工されて
いたが、クレーンで重い溝ブロツクを上げ下げし
乍らの作業であるので、工数も掛り工期も長くな
るなどの欠点があつた。又、上述の米国特許では
ベース部分が大きい単一のブロツクから成るため
にこのベース部分の上側を閉じる蓋部材の上面と
道路の面とを一致させるのが困難であるという欠
点があつた。これは共同溝の上面を微少な道路の
縦横断面勾配に合わせ難いことに起因する。
Problems to be Solved by the Invention However, in order to lead the cables suspended on the side walls of the common trench from each side to the outside of the other side, they must traverse the trench. The crossing of dissimilar cables into the groove, especially cables which usually require consideration of separation distances, is undesirable and can interfere with subsequent work. In addition, since the vertical and transverse cross-sectional slopes of the road surface and the cover surface must be the same, it will be a hindrance to traffic, so in the test construction mentioned above, when installing the gutter blocks, fine adjustments were made with dry mortar on the foundation. However, since the work involved lifting and lowering heavy groove blocks using a crane, there were drawbacks such as increased man-hours and a longer construction period. Further, the above-mentioned US patent has the disadvantage that since the base portion is formed of a single large block, it is difficult to align the top surface of the lid member that closes the upper side of the base portion with the surface of the road. This is due to the fact that it is difficult to adjust the upper surface of the common ditch to the slight vertical and cross-sectional slope of the road.

問題点を解決するための手段 本発明は、ケーブルを挿入し得る中空部を有す
る角形の横断ブロツクを、横断方向に一定間隔に
並べ、その上面を道路の縦横断面勾配に合せそれ
を定規として、栗石・砂利敷・展圧或いはコンク
リート打ちなどの基盤造成工事をすることによ
り、溝ブロツクの布設など共同溝構築工事の工数
の削減及び工期の短縮ができ、且つまた、収容さ
れたケーブルもそれぞれの側から外部に引き出し
て任意の側へ横断し得る通路を設けたのである。
Means for Solving the Problems The present invention consists of arranging rectangular transverse blocks having hollow portions into which cables can be inserted at regular intervals in the transverse direction, aligning their upper surfaces with the vertical and cross-sectional slope of the road, and using them as a ruler. By performing foundation preparation work such as stone, gravel paving, rolling pressure, or concrete pouring, it is possible to reduce the man-hours and construction period for common ditch construction work such as laying ditch blocks. A passageway was provided that could be drawn out from the side and traversed to any side.

作 用 本発明に係る蓋掛け式ケーブル共同溝は、中空
角形横断ブロツクを基盤造成時に配置したことに
より、道路面と段差をなくす定規となり、ケーブ
ル横断路となる作用を有する。
Function The covered type cable common groove according to the present invention has the function of serving as a ruler to eliminate the difference in level from the road surface and serving as a cable crossing path by arranging the hollow rectangular cross blocks at the time of foundation construction.

実施例 以下、本発明の実施例について図面を参照して
詳細に説明する。
Embodiments Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings.

第1図は、本発明に係る横断路を設けた蓋掛け
式ケーブル共同溝(以下蓋掛け共同溝と云う)に
ついて、一部切欠した斜視図で示すものである。
先ず、道路Bに共同溝を形成するのに道路Bを掘
削し、この掘削部内に溝ブロツク1と蓋ブロツク
2とからなる蓋掛け共同溝Aを布設する。この場
合掘削面を引き均し、栗石・砂利・砂などを敷い
て展圧し、必要によりコンクリート打設を行う。
本発明においては、中空角形の横断ブロツク3を
先ず一定間隔に配置し、その上面を道路Bの縦横
断面勾配に合せて設定し、その後に中空角形横断
ブロツク3を定規として、それらの間にコンクリ
ート基盤5を造成する。溝ブロツク1は横断ブロ
ツク上に配置される。次いで溝ブロツク1の外壁
上部に道路Bとの仕切板4を道路面に合せて取り
付け、蓋ブロツク2を掛けるか又はかけないま
ま、溝ブロツク1の外側に土砂を入れてひき固め
舗装する。即ち、中空角形横断ブロツク3を定規
としてこれらの横断ブロツク間に基盤5を造成す
る。更に仕切板4を溝ブロツク1に取り付けるに
際し、仕切板4の長孔6により仕切板4上端を道
路面に極微調整し得る。このように溝ブロツクが
予め道路の高さに設定された横断ブロツク上に載
置され且つ仕切板の高さが調整できるので、道路
Bと同一面の凹凸のない蓋掛け共同溝Aを布設す
る。尚、蓋ブロツクは溝ブロツクを覆い横断路を
形成する。また、中空角形横断ブロツク3には、
中空部7が設けられており溝ブロツク1の側壁8
の引出し口9より、引出したケーブル管路10
は、中空部7に挿入されて横断し、側壁8と反対
側へ容易に引き込み得る。なお、本実施例では、
中空角形ブロツク3の両端には張り出し部12が
設けられているが、これは、基盤5が溝ブロツク
1を安定的に支持するためには、基盤5の幅が溝
ブロツク1の幅より広くなければならないし、一
方引出したケーブル管路10を最小必要曲率で、
中空部7に挿入するには中空角形横断ブロツク3
の幅は短い方が望ましい。従つて、中空角形横断
ブロツク3は基盤5の定規としては長く、横断路
としては短いと云う相反する要求を満たすための
ものである。また、溝ブロツク1内のケーブル懸
架棚取り付け孔11は、前記仕切板4の取付け孔
13と同様な黄銅圧搾ねじとし、成型時に鋳込ん
だが、これは布設後にインサートを取り付けた場
合より、一層安価に、より溝ブロツク1の耐力減
少を避ける手段として採用したものである。更
に、側壁8の引出し口9には、硬質塩ビ管を側壁
8の厚さの2/3の長さとし、且つ内側1/3は凹みと
したが、これは、引出し口9を叩き出して貫通す
ることが容易にでき、且つ埋込み塩ビ管によりケ
ーブル保護管との接続を良好にするためである。
これら、張り出し部12や鋳込み取付け孔11,
13としたこと及び引出し口9の構造などは、好
ましい手段として例示したもので、必ずしもこの
方法に限定するものではなく、また、蓋ブロツク
2の表面を色彩凹凸模様付きとし、舗装面と調和
をとつたこともまたこの仕様に限定するものでは
ない。
FIG. 1 is a perspective view, partially cut away, of a cover-hanging type cable common groove (hereinafter referred to as a cover-hanging common groove) provided with a crossing passage according to the present invention.
First, road B is excavated to form a common ditch on road B, and a covered common ditch A consisting of a ditch block 1 and a cover block 2 is laid in this excavated portion. In this case, the excavated surface is leveled, chestnut stone, gravel, sand, etc. are laid down and compacted, and concrete is poured if necessary.
In the present invention, the hollow rectangular transverse blocks 3 are first arranged at regular intervals, their upper surfaces are set to match the vertical and cross-sectional slope of the road B, and then the hollow rectangular cross blocks 3 are used as a ruler, and concrete is placed between them. Build base 5. The groove block 1 is arranged on the transverse block. Next, a partition plate 4 between the road B and the road B is attached to the upper part of the outer wall of the groove block 1, and earth and sand is poured into the outside of the groove block 1 and compacted and paved, with or without covering the cover block 2. That is, using the hollow rectangular transverse blocks 3 as a ruler, the base 5 is constructed between these transverse blocks. Further, when attaching the partition plate 4 to the groove block 1, the upper end of the partition plate 4 can be very finely adjusted to the road surface using the elongated holes 6 of the partition plate 4. In this way, the groove block is placed on the cross block set at the road height in advance, and the height of the partition plate can be adjusted, so that the covered common groove A can be laid on the same surface as the road B without any unevenness. . Note that the lid block covers the groove block to form a crossing path. In addition, in the hollow rectangular transverse block 3,
A hollow part 7 is provided in the side wall 8 of the groove block 1.
The cable conduit 10 pulled out from the outlet 9 of
can be inserted and traversed into the hollow part 7 and easily retracted to the side opposite the side wall 8. In addition, in this example,
Overhanging parts 12 are provided at both ends of the hollow square block 3, but this is because the width of the base 5 must be wider than the width of the groove block 1 in order for the base 5 to stably support the groove block 1. On the other hand, the pulled out cable conduit 10 must have the minimum required curvature,
Hollow rectangular transverse block 3 to be inserted into hollow part 7
The shorter the width, the better. Therefore, the hollow rectangular crossing block 3 is designed to satisfy the contradictory requirements of being long as a ruler of the base 5 and short as a crossing path. In addition, the cable suspension shelf mounting holes 11 in the groove block 1 are made of pressed brass screws similar to the mounting holes 13 of the partition plate 4, and are cast during molding, which is cheaper than installing inserts after installation. In addition, this is adopted as a means to further avoid a decrease in the yield strength of the groove block 1. Furthermore, for the drawer opening 9 of the side wall 8, a hard PVC pipe was made with a length of 2/3 of the thickness of the side wall 8, and the inner 1/3 was recessed, but this was done by punching out the drawer opening 9 and penetrating it. This is because it can be easily installed, and the embedded PVC pipe provides a good connection with the cable protection pipe.
These overhang portions 12, cast-in mounting holes 11,
13 and the structure of the drawer opening 9 are exemplified as preferred means, and are not necessarily limited to these methods.Furthermore, the surface of the lid block 2 may be provided with a colored uneven pattern to harmonize with the paved surface. Nor is it limited to this specification.

第2図は、溝ブロツク1の端部14の異なる実
施例について斜視図で示すものである。端部14
を図のように溝形とすると、端部14を接続して
布設するには押し込む必要があるが、従来技術の
ようにレベルをとるのに乾モルタルなどをコンク
リート基盤5上に撒いたのでは、押込む際に端部
14で乾モルタルを掻き集め、所要レベルが取れ
ないばかりか、その乾モルタルなどが挾まり邪魔
して接続も出来ないことになる。従つて、第1図
の端部14のように重ね継ぎとし、且つ前述した
ような工数の掛るクレーンの吊り上げ下しにより
接続されていたのである。本発明によれば、基盤
5は中空角形横断ブロツク3を定規として造成さ
れ、且つ、路面との微調整は仕切板4でするの
で、基盤5がコンクリートの場合は勿論、砂利敷
の場合でも押し込み接続ができるので、止水など
の配慮から端部14の構造をかえても容易に施工
し得るものである。
FIG. 2 shows a different embodiment of the end 14 of the groove block 1 in a perspective view. End 14
If it is shaped like a groove as shown in the figure, it is necessary to push it in to connect and lay the ends 14, but dry mortar or the like is spread on the concrete base 5 to take the level as in the conventional technology. When pushing, the end portion 14 collects dry mortar, and not only is it impossible to obtain the required level, but the dry mortar gets in the way and prevents connection. Therefore, as in the end portion 14 of FIG. 1, a lap joint is used, and the connection is made by lifting and lowering using a crane, which takes a lot of man-hours as described above. According to the present invention, the base 5 is constructed using the hollow rectangular transverse block 3 as a ruler, and fine adjustment with the road surface is made using the partition plate 4, so that it can be pushed in not only when the base 5 is made of concrete but also when it is on a gravel bed. Since the connection can be made, the construction can be easily carried out even if the structure of the end portion 14 is changed for reasons such as waterproofing.

第3図は、更に別の実施例について横断面図に
て示すものである。この実施例は、溝ブロツク1
の横断面形状が主な相違点で、収容ケーブル1
0′の必要曲率が大きいものに適用する。即ち、
第1図のようにケーブルを、溝ブロツク1の側壁
8の引き出し口9より引き出し、最寄りの中空角
形横断ブロツク3の中空部7に挿入し得る曲率の
ケーブル管路10ならばよいが、必要曲率が大き
く、次の或いは更に次の中空角形横断ブロツク3
でなければ横断できない場合には、溝ブロツク1
の外側を大きく広く掘削し管路を埋設しなければ
ならず好ましくない。そこで、必要曲率が大きい
ケーブル10′は、懸架されている側壁8の反対
側の側壁8の引き出し口9を開けて引き出すよう
に配慮したものである。ケーブル10′の保護覆
16、保護管路15、及びその管と引き出し口9
との接続具17などの金具等は、懸架棚などと共
に常法のものを使用する。なお、この場合でもそ
の他のケーブル10″の横断には、中空角形横断
ブロツク3を使用するものである。
FIG. 3 shows yet another embodiment in cross-sectional view. In this embodiment, groove block 1
The main difference is the cross-sectional shape of the accommodation cable 1.
This is applied to cases where the required curvature of 0' is large. That is,
As shown in FIG. 1, the cable conduit 10 may have a curvature that allows the cable to be pulled out from the outlet 9 of the side wall 8 of the groove block 1 and inserted into the hollow part 7 of the nearest hollow rectangular cross block 3, but the required curvature is is large, and the next or even next hollow rectangular transverse block 3
If it cannot be crossed otherwise, use groove block 1.
This is not desirable as it requires a large and wide excavation on the outside of the pipe to bury the pipe. Therefore, the cable 10', which requires a large curvature, is designed to be pulled out by opening the outlet 9 in the side wall 8 opposite to the side wall 8 on which it is suspended. Protective sheath 16 of cable 10', protective conduit 15, and its conduit and outlet 9
For the metal fittings such as the connecting fitting 17, conventional ones are used in conjunction with the hanging shelves and the like. In this case as well, the hollow rectangular crossing block 3 is used to cross the other cables 10''.

更に、第4図、第5図は、本発明の応用例を側
面図、横断面図で示すものである。即ち、第4図
に示すように中空角形横断ブロツク3に替えて、
下向きU字溝21や、上向きU字溝22や、境界
ブロツク19による溝、或いは、基盤5のコンク
リート打設時に同時構築した溝18などにより基
盤5を兼ねた横断路を設けたものは、本発明の技
術思想に基づくものである。また、第5図に示す
ように、溝ブロツク1の外側に張り出した受台2
0を設けて、水道、ガスなどの供給管を載せると
共に、引き出し口9から取り出し角形横断ブロツ
ク3の中空部7を通つて、横断するケーブル管路
10の保護を兼ねさせることも、本発明の技術的
範囲に属する。
Further, FIGS. 4 and 5 show an application example of the present invention in a side view and a cross-sectional view. That is, as shown in FIG. 4, instead of the hollow rectangular transverse block 3,
Those in which a crossing path that also serves as the foundation 5 is provided by a downward U-shaped groove 21, an upward U-shaped groove 22, a groove formed by the boundary block 19, or a groove 18 constructed at the same time as the concrete pouring of the foundation 5, are It is based on the technical idea of the invention. In addition, as shown in FIG.
According to the present invention, a cable conduit 10 can be provided to carry supply pipes for water, gas, etc., and also to protect the cable conduit 10 that is taken out from the outlet 9 and crossed through the hollow part 7 of the rectangular cross block 3. Belongs to the technical scope.

発明の効果 本発明は、色々と問題のある架空ケーブルを道
路上に蓋掛け式の溝ブロツクと云う簡単な構造の
共同溝に変更して、建築コストが高いと云う問題
を軽減して地中化を進めるに当り、横断路がない
と云う問題を中空角形横断ブロツクを基盤台とす
ることにより解決し、併せて基盤施工時に定規と
して用いることにより施工の簡易化を計つたもの
である。更に、中空角形横断ブロツク上をすべら
せて押し込み布設もできるので、溝ブロツクの端
部の形状や接続方法及び施工方法の自由度が高
く、その効果は大きい。また、収容ケーブルの必
要曲率の大きい場合についても、溝ブロツクの断
面形状を一部変更することにより有効に適用でき
るものである。更に、溝ブロツクが高さを予め設
定された複数の横断ブロツク上に載置されるため
に溝ブロツクを覆う蓋ブロツクの上面を道路の面
に容易に一致させることができるという利点があ
る。
Effects of the Invention The present invention replaces overhead cables, which have various problems, with a common ditch with a simple structure called a covered ditch block on the road, alleviates the problem of high construction costs, and connects them underground. In proceeding with the construction of the foundation, the problem of the lack of a crossing path was solved by using a hollow rectangular crossing block as the base, and the construction was also simplified by using it as a ruler when constructing the foundation. Furthermore, since the cable can be laid by sliding on the hollow rectangular transverse block and being pushed in, there is a high degree of freedom in the shape of the end of the groove block, the connection method, and the construction method, which is highly effective. Further, even when the required curvature of the accommodation cable is large, the present invention can be effectively applied by partially changing the cross-sectional shape of the groove block. Furthermore, since the groove block is placed on a plurality of transverse blocks whose heights are preset, there is an advantage that the upper surface of the lid block covering the groove block can be easily aligned with the surface of the road.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明に係る横断路を設けた蓋掛け式
ケーブル共同溝の一部切り欠き斜視図、第2図は
本発明に係る別の実施例に関する斜視図、第3図
は本発明に係る他の実施例の横断面図、第4図は
本発明の応用例として、中空角形横断ブロツクの
代替例の側面図、第5図は別の応用例として供給
管受台を引き出したケーブル管路の保護棚とする
実施例の横断面図である。 A……共同溝、1……溝ブロツク、2……蓋ブ
ロツク、B……道路。
FIG. 1 is a partially cutaway perspective view of a covered cable common groove provided with a crossing passage according to the present invention, FIG. 2 is a perspective view of another embodiment according to the present invention, and FIG. FIG. 4 is a side view of an alternative example of a hollow rectangular cross block as an application example of the present invention, and FIG. 5 is a cross-sectional view of another example of the present invention, and FIG. FIG. 3 is a cross-sectional view of an embodiment of a road protection shelf. A...Common ditch, 1...Gutter block, 2...Lid block, B...Road.

Claims (1)

【特許請求の範囲】[Claims] 1 ケーブル挿入孔を有し且つ道路に形成される
べき共同溝の長手方向に沿つて間隔をあけて並べ
て配置された複数の横断ブロツクと、該横断ブロ
ツク間に造成される複数のコンクリート基盤と、
前記横断ブロツク上に配置された複数の溝ブロツ
クと、該溝ブロツク上に配置され且つ共同溝の横
断路を形成する蓋ブロツクとを備えて成り、前記
横断ブロツクの上面の高さは蓋ブロツクの上面が
道路の面に一致するように設定され、且つ前記コ
ンクリート基盤は横断ブロツクを定規として横断
ブロツク間に造成されることを特徴とする横断路
を設けた蓋掛け式ケーブル共同溝。
1. A plurality of cross blocks having cable insertion holes and arranged at intervals along the longitudinal direction of a common ditch to be formed in the road, and a plurality of concrete foundations constructed between the cross blocks;
It comprises a plurality of groove blocks disposed on the cross block, and a cover block disposed on the groove blocks and forming a cross passage of the common groove, and the height of the upper surface of the cross block is equal to the height of the cover block. 1. A covered type cable common ditch with a crossing path, the upper surface of which is set to match the surface of the road, and the concrete base is constructed between the crossing blocks using the crossing blocks as a ruler.
JP28136884A 1984-12-27 1984-12-27 Covering type cable common ditch to which crosscut is mounted Granted JPS61157211A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP28136884A JPS61157211A (en) 1984-12-27 1984-12-27 Covering type cable common ditch to which crosscut is mounted

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP28136884A JPS61157211A (en) 1984-12-27 1984-12-27 Covering type cable common ditch to which crosscut is mounted

Publications (2)

Publication Number Publication Date
JPS61157211A JPS61157211A (en) 1986-07-16
JPH0337377B2 true JPH0337377B2 (en) 1991-06-05

Family

ID=17638143

Family Applications (1)

Application Number Title Priority Date Filing Date
JP28136884A Granted JPS61157211A (en) 1984-12-27 1984-12-27 Covering type cable common ditch to which crosscut is mounted

Country Status (1)

Country Link
JP (1) JPS61157211A (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB0105172D0 (en) * 2001-03-02 2001-04-18 Company X Dev Ltd Cable management
NL1024226C2 (en) * 2003-09-05 2005-03-08 Fdn Holding B V Cable channel is constructed from connecting concrete components and is intended for incorporation in a pavement
JP7479161B2 (en) * 2020-02-19 2024-05-08 古河電気工業株式会社 Road markings and road illuminating materials

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3815304A (en) * 1970-12-04 1974-06-11 Concrete Conduit Co Inc Utility trench and trench system

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3815304A (en) * 1970-12-04 1974-06-11 Concrete Conduit Co Inc Utility trench and trench system

Also Published As

Publication number Publication date
JPS61157211A (en) 1986-07-16

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