JPH10299946A - Bolster base for piping - Google Patents
Bolster base for pipingInfo
- Publication number
- JPH10299946A JPH10299946A JP9107275A JP10727597A JPH10299946A JP H10299946 A JPH10299946 A JP H10299946A JP 9107275 A JP9107275 A JP 9107275A JP 10727597 A JP10727597 A JP 10727597A JP H10299946 A JPH10299946 A JP H10299946A
- Authority
- JP
- Japan
- Prior art keywords
- groove
- pillow
- block body
- bolster
- grooves
- 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.)
- Pending
Links
Landscapes
- Electric Cable Installation (AREA)
- Laying Of Electric Cables Or Lines Outside (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、電線、通信用ケー
ブル等を地中に埋設する際に、埋め戻し作業が簡単かつ
確実に行なえると共に、当該埋設箇所で地盤沈下等が発
生することのない配管用枕台に関する。BACKGROUND OF THE INVENTION The present invention relates to a method for burying electric wires, communication cables and the like in the ground, in which backfilling can be performed easily and reliably, and ground subsidence or the like may occur at the buried place. Not about the pillow bed for plumbing
【0002】[0002]
【従来の技術】従来から電線、通信用ケーブル等を地中
に埋設する場合には、一対の配管用枕台を用いて地中ケ
−ブル保護管を支持し、該保護管に電線、通信用ケーブ
ル等を挿通していた。図5はこの従来工法で使用されて
いた枕台の一例を示したものであって、枕台5の上面に
は保護管Pの外周面に対応する略半円弧状の円弧溝51
が設けられている。この一対の枕台5,5を用いて保護
管Pを敷設する場合、一方の枕台Pの円弧溝51に保護
管Pを載置し、他方の枕台5を上下反転させて上方から
組み付ける。そして、図6に示した如く、上下左右に複
数本の保護管Pを敷設してから掘り起こした土砂等の埋
め戻しを行なっていた。2. Description of the Related Art Conventionally, when an electric wire, a communication cable, and the like are buried underground, a pair of piping pillows is used to support an underground cable protection tube, and the protection tube is used to support the electric wire and communication cable. Cable and the like were inserted. FIG. 5 shows an example of a pillow bed used in the conventional method. An upper surface of the pillow bed 5 has a substantially semicircular arc groove 51 corresponding to the outer peripheral surface of the protective tube P.
Is provided. When the protective tube P is laid using the pair of pillows 5, 5, the protective tube P is placed in the arc groove 51 of one pillow P, and the other pillow 5 is turned upside down and assembled from above. . Then, as shown in FIG. 6, a plurality of protective tubes P are laid up, down, left and right, and then backfilling of excavated earth and sand is performed.
【0003】[0003]
【発明が解決しようとする課題】ところが、従来の枕台
は地中ケ−ブル保護管Pを枕台5で所定間隔毎に支持す
るため、図7に示した如く土砂等を埋め戻す際に上下左
右に配管した保護管Pの空間部Sに土砂等を投入する埋
め戻し作業が面倒であり、手間がかかるという問題があ
った。また、この土砂等の埋め戻しの際に、空間部Sに
土砂等が行き渡らず、十分な突き固めが行なわれないと
不陸が発生し、埋め戻し後に輪荷重を受けたとき保護管
Pが部分的に撓んで破損したり、地震等の際に地盤沈下
が起きるという問題があった。However, in the conventional pillow bed, since the underground cable protection tube P is supported at predetermined intervals by the pillow bed 5, when backfilling earth and sand as shown in FIG. There is a problem that the backfilling work of putting earth and sand or the like into the space S of the protection pipe P piped up, down, left and right is troublesome and time-consuming. In addition, when backfilling the soil and the like, the soil and the like do not spread to the space S, and if the compaction is not sufficiently performed, irregularity occurs. There has been a problem in that it is partially bent and damaged, and land subsidence occurs during an earthquake or the like.
【0004】本発明は、かかる課題を解決したものであ
って、電線、通信用ケーブル等を地中に埋設する際に、
埋め戻し作業が簡単に行なえると共に、当該埋設箇所で
地盤沈下等が発生することのない配管用枕台を提供する
ものである。[0004] The present invention has been made to solve the above problems, and when burying electric wires, communication cables and the like in the ground,
An object of the present invention is to provide a pipe bed rest that can easily perform backfilling work and that does not cause land subsidence or the like at the buried place.
【0005】[0005]
【課題を解決するための手段】本発明は地盤を掘削して
形成した配管用溝内に複数本の地中ケ−ブル保護管を敷
設する際に使用する枕台であって、地中ケ−ブル保護管
の直径とほぼ等しい幅寸法を有する長尺ブロック体の上
面及び下面に保護管の外周面と対応する略半円弧状の円
弧溝を設けると共に、長尺ブロック体の両端部に相互に
嵌合し得る凹凸を形成したことを特徴とする。SUMMARY OF THE INVENTION The present invention relates to a pillow bed used for laying a plurality of underground cable protection pipes in a pipe groove formed by excavating the ground. -A substantially semi-circular arc groove corresponding to the outer peripheral surface of the protection tube is provided on the upper and lower surfaces of the long block having a width dimension substantially equal to the diameter of the bull protection tube, and both ends of the long block are mutually opposed. It is characterized in that irregularities which can be fitted to are formed.
【0006】[0006]
【発明の実施の形態】以下、本発明の実施の形態を図面
にて詳細に説明する。図1は本発明の一実施例を示す枕
台の平面図、図2は図1のXーX線断面図、図3は枕台
の正面図、図4は本発明の枕台を用いて地中ケ−ブル保
護管を敷設した状態の斜視図であって、図中の符号Aは
枕台、Pは地中ケ−ブル保護管である。Embodiments of the present invention will be described below in detail with reference to the drawings. FIG. 1 is a plan view of a pillow stand showing one embodiment of the present invention, FIG. 2 is a sectional view taken along line XX of FIG. 1, FIG. 3 is a front view of the pillow stand, and FIG. It is a perspective view in the state where the underground cable protection tube was laid, and the code | symbol A in the figure is a pillow stand, and P is an underground cable protection tube.
【0007】本発明の枕台Aは長尺のブロック体1から
なるものであって、該ブロック体1は塩ビ、ポリエチレ
ン等の合成樹脂や発泡樹脂又はこれら廃棄プラスチック
を金型内に射出して一体成形したものである。通常、ブ
ロック体1は長さが50〜150mmの定尺に設定され
ており、該ブロック体1の上面及び下面には保護管Pの
外周面と対応する略半円弧状の円弧溝11が形成されて
いる。そして、上下の各円弧溝11の中心部には長手方
向に連続する連通溝12が形成されており、該連通溝1
2と45゜、60゜、90゜等の所望の角度で交差して
連通する溝13が形成されている。The pillow bed A of the present invention comprises a long block 1, which is formed by injecting a synthetic resin such as PVC or polyethylene, a foamed resin, or a waste plastic into a mold. It is integrally molded. Usually, the block body 1 is set to a fixed length of 50 to 150 mm, and a substantially semi-circular arc groove 11 corresponding to the outer peripheral surface of the protective tube P is formed on the upper and lower surfaces of the block body 1. Have been. A communication groove 12 that is continuous in the longitudinal direction is formed at the center of each of the upper and lower arc grooves 11.
The groove 13 is formed so as to intersect and communicate with 2 at a desired angle such as 45 °, 60 °, 90 ° or the like.
【0008】前記連通溝12及び溝13は、幅が5〜2
0mm、深さが3〜20mmとなるように設定すること
ができるが、各溝13,13…のピッチは30〜100
mmとするのが好ましい。この様に、円弧溝11に連通
溝12と溝13を形成しておくと、枕台Aと保護管Pと
の間に隙間ができて通気が良好となるため、保護管P内
に挿通した電線、通信用ケーブル等が発熱したときの放
熱が円滑に行われる。また、円弧溝11の上面に地下水
等が滞留したとき、連通溝12と溝13を介して地下水
等がブロック体1の端部側にスムースに排出されること
になる。尚、場合によっては、連通溝12及び溝13に
代えて円弧溝11に突起を所定間隔で設けてもよい。The communication groove 12 and the groove 13 have a width of 5 to 2
.. Can be set to be 0 mm and a depth of 3 to 20 mm.
mm is preferable. When the communication groove 12 and the groove 13 are formed in the arc groove 11 in this manner, a gap is formed between the pillow base A and the protection tube P, so that the ventilation is good, so that the gasket was inserted into the protection tube P. When the electric wire, the communication cable, and the like generate heat, heat is radiated smoothly. Further, when groundwater or the like stays on the upper surface of the arc groove 11, the groundwater or the like is smoothly discharged to the end side of the block body 1 through the communication groove 12 and the groove 13. In some cases, projections may be provided at predetermined intervals in the arc groove 11 instead of the communication groove 12 and the groove 13.
【0009】一方、長尺ブロック体1の両端には相互に
嵌合し得る凹部14と凸部15とが形成されており、該
凹部14と凸部15を嵌合させることによって長手方向
に順次敷き並べた枕台A,Aの端部同志を接続できるよ
うになっている。この接続状態において、各ブロック体
1の円弧溝11の中心部に形成した連通溝12が相互に
連通するようになっている。On the other hand, a concave portion 14 and a convex portion 15 which can be fitted to each other are formed at both ends of the long block body 1, and the concave portion 14 and the convex portion 15 are fitted to each other so as to be sequentially arranged in the longitudinal direction. The end portions of the pillow beds A, A laid out side by side can be connected. In this connection state, the communication grooves 12 formed at the center of the arc groove 11 of each block body 1 communicate with each other.
【0010】次に、本発明の枕台を用いた保護管の敷設
工法を説明する。まず、地盤を掘削して配管用の溝を形
成し、その底部を突き固めて平坦にする。そこで、配管
用溝の底部に枕台Aを幅方向に敷き並べ、また枕台Aを
長手方向にも敷き並べてそれぞれの枕台Aの端部を嵌合
させて接続する。次いで、図4に示した如く、枕台Aの
円弧溝11に保護管Pを載置し、管同志を接続してから
保護管Pの上面に枕台Aをセットする。この施工作業を
順次繰り返し、複数本の保護管Pを上下複数段に亘って
敷設してから土砂等の埋め戻しを行う。最後に、埋め戻
しを行った箇所の端部に開口した保護管P内に電線、通
信用ケーブル等を挿通する。Next, a method for laying a protective tube using the bed rest of the present invention will be described. First, the ground is excavated to form a groove for piping, and the bottom is sunk and flattened. Therefore, the pillow tables A are laid in the width direction at the bottom of the pipe groove, and the pillow tables A are also laid in the longitudinal direction, and the ends of the respective pillow tables A are fitted and connected. Next, as shown in FIG. 4, the protection tube P is placed in the circular arc groove 11 of the pillow base A, the pipes are connected to each other, and then the pillow base A is set on the upper surface of the protection tube P. This construction work is sequentially repeated, and a plurality of protective tubes P are laid in a plurality of upper and lower stages, and then backfilling of earth and sand is performed. Finally, an electric wire, a communication cable, and the like are inserted into the protective tube P opened at the end of the backfilled portion.
【0011】[0011]
【発明の効果】以上詳述した如く、本発明の枕台は、地
中ケ−ブル保護管の直径とほぼ等しい幅寸法を有する長
尺ブロック体の両端部に相互に嵌合し得る凹凸を形成し
たので、枕台を長手方向に順次敷き並べて接続すること
ができる。このため、保護管はその下面全体が枕台によ
って支持され、土砂等の埋め戻しの際に保護管の下面に
不陸が生じることもなく、施工作業が簡単かつ確実に行
なえる。また、埋設後に輪荷重を受けたとき、保護管が
部分的に撓んで破損することもなく、地震等の際に地盤
沈下が起きることもない。As described in detail above, the pillow stand of the present invention has irregularities which can be mutually fitted to both ends of a long block having a width substantially equal to the diameter of the underground cable protection tube. Since the pillow beds are formed, the pillow bases can be laid one after another in the longitudinal direction and connected. For this reason, the entire lower surface of the protective tube is supported by the pillow, and the back surface of the protective tube does not become uneven when backfilling with earth and sand, so that the construction work can be performed easily and reliably. Further, when a wheel load is applied after the burial, the protective tube is not partially bent and damaged, and no land subsidence occurs at the time of an earthquake or the like.
【0012】また、本発明の枕台は、円弧溝に連通溝を
形成して枕台と保護管との間に通気用の隙間を形成した
ので、保護管内に挿通した電線、通信用ケーブル等が発
熱ししても放熱が円滑に行われる。更には、枕台の上面
に地下水等が滞留しても、円弧溝に形成した連通溝を介
して地下水等がスムースに排出されるため、枕台の埋設
箇所に地下水等が滞留して地盤が軟化したり、これによ
って地盤が沈下することもない。In the pillow stand of the present invention, since a communication groove is formed in the arc groove to form a ventilation gap between the pillow stand and the protection tube, an electric wire, a communication cable, etc. inserted in the protection tube. Even if heat is generated, heat is radiated smoothly. Furthermore, even if groundwater or the like stays on the upper surface of the bed, the groundwater or the like is smoothly discharged through the communication groove formed in the circular arc groove. There is no softening or ground subsidence.
【図1】図1は、本発明の一実施例を示す枕台の平面図
である。FIG. 1 is a plan view of a pillow stand showing one embodiment of the present invention.
【図2】図2は、図1のXーX線断面図である。FIG. 2 is a sectional view taken along line XX of FIG.
【図3】図3は、枕台の正面図である。FIG. 3 is a front view of a bed rest.
【図4】図4は、本発明の枕台を用いて地中ケ−ブル保
護管を敷設した状態の斜視図である。FIG. 4 is a perspective view showing a state in which an underground cable protection tube is laid using the bed rest of the present invention.
【図5】図5は、従来の枕台を示す正面図である。FIG. 5 is a front view showing a conventional bed rest.
【図6】図6は、従来の枕台を用いて複数本の地中ケ−
ブル保護管を敷設した状態を示す正面図である。FIG. 6 shows a plurality of underground cables using a conventional bed rest.
It is a front view which shows the state which laid the bull protection tube.
【図7】図7は、従来の枕台を用いて複数本の地中ケ−
ブル保護管を敷設した状態を示す側面図である。FIG. 7 shows a plurality of underground cables using a conventional pillow bed;
It is a side view which shows the state which laid the bull protection tube.
1 長尺のブロック体 11 円弧溝 12 連通溝 13 溝 A 枕台 P 地中ケ−ブル保護管 Reference Signs List 1 long block body 11 arc groove 12 communication groove 13 groove A pillow bed P underground cable protection tube
Claims (2)
数本の地中ケ−ブル保護管(P)を敷設する際に使用す
る枕台であって、保護管(P)の直径とほぼ等しい幅寸
法を有する長尺ブロック体(1)の上面及び下面に保護
管(P)の外周面と対応する略半円弧状の円弧溝(1
1)を設けると共に、長尺ブロック体(1)の両端部に
相互に嵌合し得る凹凸(14、15)を形成したことを
特徴とする配管用枕台。A pillow bed used for laying a plurality of underground cable protection pipes (P) in a pipe groove formed by excavating the ground, the diameter of the protection pipe (P). A substantially semi-circular arc groove (1) corresponding to the outer peripheral surface of the protective tube (P) is formed on the upper and lower surfaces of the long block body (1) having a width substantially equal to
(1) A pillow bed for piping characterized by having irregularities (14, 15) which can be fitted to each other at both ends of a long block body (1).
た連通溝(12)を形成すると共に、該連通溝(12)
と所定の角度で交差して連通する溝(13)を形成した
ことを特徴とする請求項1記載の配管用枕台。2. An arcuate groove (11) is formed with a communication groove (12) continuous in the longitudinal direction, and said communication groove (12) is formed.
2. A pillow bed for piping according to claim 1, wherein a groove (13) is formed so as to intersect and communicate with the pipe at a predetermined angle.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9107275A JPH10299946A (en) | 1997-04-24 | 1997-04-24 | Bolster base for piping |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9107275A JPH10299946A (en) | 1997-04-24 | 1997-04-24 | Bolster base for piping |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH10299946A true JPH10299946A (en) | 1998-11-13 |
Family
ID=14454944
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP9107275A Pending JPH10299946A (en) | 1997-04-24 | 1997-04-24 | Bolster base for piping |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH10299946A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100415906B1 (en) * | 2001-07-26 | 2004-01-24 | 한국전력공사 | A Spacer for Underground Pipes |
KR100844138B1 (en) | 2008-04-03 | 2008-07-04 | (주)삼화종합기술 | Sensing system for bnormality of pipe protecting the grounded cable |
-
1997
- 1997-04-24 JP JP9107275A patent/JPH10299946A/en active Pending
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100415906B1 (en) * | 2001-07-26 | 2004-01-24 | 한국전력공사 | A Spacer for Underground Pipes |
KR100844138B1 (en) | 2008-04-03 | 2008-07-04 | (주)삼화종합기술 | Sensing system for bnormality of pipe protecting the grounded cable |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JPH10160049A (en) | Sleeper for piping | |
JP2561424B2 (en) | Buried pad material and method for burying pipes using it | |
JPH10299946A (en) | Bolster base for piping | |
KR20040028118A (en) | Structure for underground watertight wall and method thereof | |
JPH10318435A (en) | Burying method of flexible pipe | |
JP3568771B2 (en) | Pillow bed for plumbing | |
JPH02300430A (en) | Civil engineering method for embedding pipe | |
JPH05280664A (en) | Piping method and piping material used in this method | |
TW498146B (en) | Synthetic resin pipe body | |
JP4140305B2 (en) | Tube for underground burial and its burial method | |
JPH09125352A (en) | Soil discharge prevention method and device in circumference of underground buried pipe | |
JPH10229618A (en) | Device and method for embedding cable tube underground | |
JPH10185016A (en) | Multiple stripes of pipes to be buried underground | |
JPH0663269B2 (en) | Pipe burying method | |
JPH0599371A (en) | Laying method for pipe body | |
JPH0337490A (en) | Installation method for kinds of piping | |
JPS63284324A (en) | Burying method of tube | |
JPH1171741A (en) | Execution of culvert | |
JPH1151251A (en) | Tube and usage thereof | |
JP3808751B2 (en) | Building foundation structure and building foundation construction method | |
JPH0681981A (en) | Burying method for pipe with fibs | |
JPH0255677B2 (en) | ||
JPH0510477A (en) | Laying of pipe line | |
JP3634502B2 (en) | Simplified shore | |
JPH0989187A (en) | Coating tool for flexible pipe |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A977 | Report on retrieval |
Free format text: JAPANESE INTERMEDIATE CODE: A971007 Effective date: 20040929 |
|
A131 | Notification of reasons for refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A131 Effective date: 20041018 |
|
A521 | Written amendment |
Free format text: JAPANESE INTERMEDIATE CODE: A523 Effective date: 20041215 |
|
A131 | Notification of reasons for refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A131 Effective date: 20050131 |
|
A02 | Decision of refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A02 Effective date: 20050620 |