JP3161950B2 - Flexible tube covering tool and plumbing method - Google Patents
Flexible tube covering tool and plumbing methodInfo
- Publication number
- JP3161950B2 JP3161950B2 JP27709695A JP27709695A JP3161950B2 JP 3161950 B2 JP3161950 B2 JP 3161950B2 JP 27709695 A JP27709695 A JP 27709695A JP 27709695 A JP27709695 A JP 27709695A JP 3161950 B2 JP3161950 B2 JP 3161950B2
- Authority
- JP
- Japan
- Prior art keywords
- flexible tube
- pipe
- flexible
- covering
- bent
- 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
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L57/00—Protection of pipes or objects of similar shape against external or internal damage or wear
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Rigid Pipes And Flexible Pipes (AREA)
- Protection Of Pipes Against Damage, Friction, And Corrosion (AREA)
Description
【0001】[0001]
【発明の属する技術分野】 本発明は例えば電力線、通
信線、光ファイバー等を被覆保護する可撓管を地中に埋
設配管する際に用いられる被覆具および配管工法に関す
るものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a covering tool and a piping method used when burying and piping a flexible tube for covering and protecting a power line, a communication line, an optical fiber and the like underground.
【0002】[0002]
【発明の背景】 電力線、通信線、光ファイバー等のケ
ーブルを地中に埋設配管する場合には、これらのケーブ
ルを保護するために可撓管が使用される。該可撓管は波
形合成樹脂管であり、上水道、下水道、ガス管等の既存
埋設物を避けて曲線配管する場合には現場で容易に曲げ
ることが出来る。可撓管を地中に埋設配管するにはまず
配管溝を堀設し、該配管溝の底部に該可撓管を設置し、
次いで該可撓管内部にケーブルを通線し、それから該配
管溝を埋め戻す工法が採られている。しかし配管溝を埋
め戻す場合は土砂を可撓管の下側にまで緊密に充填しな
ければならず、そのためには配管溝内に投入した土砂の
突き固め等の作業が必要であり、埋め戻しに非常に手間
がかゝる。最近では配管をコンパクトに行なうために一
つの配管溝に複数条の可撓管を埋設配管する場合が多い
が、この場合には管と管との間隙および管の下側に緊密
に土砂を充填するためにより一層の手間が必要となる。BACKGROUND ART When cables such as power lines, communication lines, and optical fibers are buried underground, flexible tubes are used to protect these cables. The flexible pipe is a corrugated synthetic resin pipe, and can be easily bent on site when curved piping is performed avoiding existing buried objects such as water supply, sewerage, and gas pipes. To lay a flexible tube buried underground, first dig a pipe groove, install the flexible tube at the bottom of the pipe groove,
Next, a cable is passed through the inside of the flexible tube, and then the pipe groove is filled back. However, when backfilling the pipe trench, the earth and sand must be tightly filled to the lower side of the flexible pipe. It is very troublesome. Recently, in order to make piping compact, it is often the case that multiple flexible pipes are buried in one pipe groove, but in this case, the gap between the pipes and the lower side of the pipe are filled with earth and sand tightly. In order to do so, more labor is required.
【0003】[0003]
【従来の技術】 上記管埋設工事の手間を解消する手段
として、従来図15に示すように配管溝(1) 内に埋設配
管する管(2) を上下一対の合成樹脂発泡体からなるブロ
ック(3,4) の半円凹部(5,6) により挟み、それによって
該管(2) をブロック(3,4) によって被覆する工法が提案
されている(特開昭63−1884号)。上記工法によ
れば、該配管溝(1) を埋め戻す管(2) の下側にまで土砂
を突き固めて充填する必要がなくなり、該配管溝(1) の
埋め戻し工事の手間が省略される。2. Description of the Related Art Conventionally, as a means for eliminating the trouble of burying pipes, as shown in FIG. 15, a pipe (2) buried in a pipe groove (1) is formed of a pair of upper and lower blocks made of a synthetic resin foam. A method has been proposed in which the tube (2) is covered with a block (3,4) by sandwiching the tube (2) with a semicircular concave portion (5,6) (3,4). According to the above-described method, it is not necessary to squeeze and fill earth and sand to the lower side of the pipe (2) that fills the pipe groove (1), and the work of backfilling the pipe groove (1) is omitted. You.
【0004】[0004]
【発明が解決しようとする課題】 しかしながら上記方
法では管(2) は可撓管ではなく、またブロック(3,4) も
可撓性を有しないので現場で容易に曲げて配管すること
が出来ず、あらかじめ種々な曲率で曲げた管やブロック
を多種類用意しておかねばならないと言う問題点があっ
た。However, in the above method, the pipe (2) is not a flexible pipe, and the blocks (3, 4) also have no flexibility, so that the pipe can be easily bent at the site. In addition, there is a problem that it is necessary to prepare various types of pipes and blocks bent in advance with various curvatures.
【0005】[0005]
【課題を解決するための手段】 本発明は上記従来の課
題を解決するための手段として、周面に折曲げ溝(14,1
5) を多数形成して可撓性を付した断面略矩形状の筒状
本体(11)からなり、管台(17)によって集束した複数本の
可撓管(16)を被覆している可撓管(16)の被覆具(10)を提
供するものであり、該筒状本体(11,11A)は合成樹脂発泡
体を材料とし、該筒状本体(11A) を形成する 各枠体(12
A,13A) は内部を中実とし所定個の可撓管嵌着溝(12B,13
B) を形成 することが望ましい。該管台(17)によって集
束した複数本の可撓管(16)を被覆している上記可撓管(1
6)の被覆具(10,10A)を配管溝(31)の底部に設置し、次い
で該配管溝(31)を埋め戻す配管方法が提供される。Means for Solving the Problems As a means for solving the above-mentioned conventional problems, the present invention provides bent grooves (14, 1
5) is formed of a flexible tubular body (11) having a substantially rectangular cross section and covering a plurality of flexible tubes (16) converged by a nozzle (17) . there is provided coating equipment of the flexible tube (16) to (10), the cylindrical body (11, 11A) is a synthetic resin foam as a material, the frame forming a tubular body (11A) Body (12
A, 13A) are solid inside and have a predetermined number of flexible tube fitting grooves (12B, 13A).
It is desirable to form B). The flexible tube is covered plurality of flexible tubes which condensed <br/> bundle (16) by the pipe base (17) (1
A piping method is provided in which the covering tool (10, 10A ) of 6) is installed at the bottom of the piping groove (31), and then the piping groove (31) is backfilled.
【0006】[0006]
【発明の実施の形態】 図1に示すように本発明の被覆
具(10)の筒状本体(11)は断面略コの字形の枠体(12,13)
の一対からなり、したがって該枠体(12,13) を組合せれ
ば該筒状本体(11)は断面略矩形状となる。図2に示すよ
うに該枠体(12,13) の平面には全巾にわたって断面V字
状の折曲げ溝(14,15)が多数形成され可撓性が付されて
いる。該折曲げ溝(14,15) は図3に示すように所定の深
さdと所定の最外巾Wを有しており、該深さdと該最外
巾Wが大きければ該枠体(12,13) の曲げの曲率半径も小
さくなる。該深さdは例えば10〜20mmの範囲、該最
外巾Wは例えば1.0〜2.0mmの範囲に設定され、該
折曲げ溝(14,15) のピッチは例えば30〜40mmの範囲
に設定される。本発明において折曲げ溝(14,15) の断面
形状にはV字状以外、例えばU字状、コの字状等被覆管
に折曲げ性を与える形状の全てが含まれる。DESCRIPTION OF THE PREFERRED EMBODIMENTS As shown in FIG. 1, a tubular body (11) of a covering (10) of the present invention has a frame (12, 13) having a substantially U-shaped cross section.
Therefore, when the frame bodies (12, 13) are combined, the cylindrical main body (11) becomes substantially rectangular in cross section. As shown in FIG. 2, a large number of bent grooves (14, 15) having a V-shaped cross section are formed in the plane of the frame (12, 13) over the entire width to provide flexibility . The bent grooves (14, 15) have a predetermined depth d and a predetermined outermost width W as shown in FIG. 3, and if the depth d and the outermost width W are large, the frame body The radius of curvature of the (12,13) bend also becomes smaller. The depth d is set, for example, in the range of 10 to 20 mm, the outermost width W is set, for example, in the range of 1.0 to 2.0 mm, and the pitch of the bent grooves (14, 15) is set, for example, in the range of 30 to 40 mm. Is set to In the present invention, the cross-sectional shapes of the bent grooves (14, 15) include all shapes other than the V-shape, such as a U-shape and a U-shape, which give the cladding tube a bendability.
【0007】 上記被覆具(10)は例えばポリエチレン、
ポリプロピレン、ポリスチレン、ポリ塩化ビニル、ポリ
ウレタン等の合成樹脂発泡体を材料とすることが望まし
い。何となれば該合成樹脂発泡体は可撓性がありかつ軽
量で持運び取扱いが容易である。The covering device (10) is, for example, polyethylene,
It is desirable to use a synthetic resin foam such as polypropylene, polystyrene, polyvinyl chloride, and polyurethane as the material. What is necessary is that the synthetic resin foam is flexible, lightweight and easy to carry and handle.
【0008】 上記被覆具(10)は図4および図5に示す
ように例えば管台(17)によって集束された二条の可撓管
(16)を被覆する。該可撓管(16)は例えばポリ塩化ビニ
ル、ポリエチレン、ポリプロピレン、ポリスチレン、エ
チレン−プロピレン共重合体、エチレン−酢酸ビニル共
重合体、アクリロニトリル−ブタジエン−スチレン共重
合体、アクリロニトリル−ブタジエン共重合体等の熱可
塑性合成樹脂を材料とする波形管であり、内部に電力
線、通信線、光ファイバー等のケーブルが挿通されてい
る。また該管台(17)は図6および図7に示すように上下
一対の分割部(18,19) の合わせ面からは半円状の管支持
部(20,21) が設けられ、更に各分割部(18,19) の一端に
はフック(22,23) が差出され、他端には該フック(22,2
3) が係合する係合部(24,25) が差出され、該一対の分
割部(18,19) は重ね合わされそしてフック(22,23) を係
合部(24,25) に夫々係合し、更にねじ(26,27) で両端を
止着することにより固定されて管台(17)を構成する。そ
して該一対の分割部(18,19) によって管嵌着部(28,28)
が形成され、該管嵌着部(28,28) に複数条(二条)の可
撓管(16)を固定集束する。該管台(17)は該二条の可撓管
(16)の両端に取付けられ、図8に示すように一方の端部
において該可撓管(16)の接続端には夫々ゴムリング(29)
が装着され、図9に示すように他方の端部において管台
(17)の管嵌着部(28,28) には夫々円筒状のカップリング
(30)が装着される。該カップリング(30)は図10に示す
ように可撓管(16)の端部に一体的に設けられてもよい。
このようにして該管台(17)によって集束された二条の可
撓管(16)を筒状本体(11)によって被覆する場合には該筒
状本体(11)の下側の枠体(13)上に集束した二条の可撓管
(16)を載置し、それから該下側の枠体(13)上に枠体(12)
を載置し、上下枠体(12,13) を例えば接着、溶着、バン
ド等で固定して被覆具(10)を構成する。このようにして
集束された二条の可撓管(16)の一単位は例えば四個の被
覆具(10)によって被覆され、図11に示すように配管溝
(31)の底部に設置され、該可撓管(16)の一方の端部のゴ
ムリング(29)を装着した接続端を他端のカップリング(3
0)に嵌着することによって単位相互を接続して行く。そ
して図12に示すように上下方向の曲り配管の部分では
可撓管(16)の所定の曲率で曲げると共に該被覆具(10)も
折曲げ溝(14,15) を介して所定の曲率で曲げる。図3に
示す該折曲げ溝(14,15) の深さdを15mm,最外巾Wを
1.5mm,折曲げ溝ピッチを35mmとした時は曲率半径
Rは2mとなる。そして該可撓管(16)の余分な曲り(の
たうち)は該被覆具(10)によって規制され、該可撓管(1
6)は略該被覆具(10)の曲りに沿う状態とすることが出来
る。通常該可撓管(16)内にケーブルを通線する場合には
エアガンが用いられるが、該可撓管(16)がのたうってい
ると該可撓管(16)の内壁によってエアガンによる通線が
干渉され、通線に支障をきたすようになる。しかし上記
したように本発明の被覆具(10)によって該可撓管(16)の
のたうちが規制された場合には、エアガンによる通線が
容易になる。As shown in FIGS. 4 and 5, the covering device 10 is, for example, a two-piece flexible tube focused by a nozzle 17.
(16) is coated. The flexible tube (16) is made of, for example, polyvinyl chloride, polyethylene, polypropylene, polystyrene, ethylene-propylene copolymer, ethylene-vinyl acetate copolymer, acrylonitrile-butadiene-styrene copolymer, acrylonitrile-butadiene copolymer, etc. And a cable such as a power line, a communication line, or an optical fiber is inserted therein. As shown in FIGS. 6 and 7, the nozzle (17) is provided with a semicircular tube support (20, 21) from the mating surface of the pair of upper and lower divisions (18, 19). Hooks (22, 23) are inserted at one end of the dividing portions (18, 19), and the hooks (22, 2) are attached to the other end.
3) is engaged with the engaging portions (24, 25), the pair of divided portions (18, 19) are overlapped, and the hooks (22, 23) are respectively engaged with the engaging portions (24, 25). Then, both ends are fixed by screws (26, 27) to form a nozzle (17). And the pipe fitting portion (28, 28) by the pair of divided portions (18, 19)
Are formed, and a plurality of (two) flexible tubes (16) are fixed and focused on the tube fitting portions (28, 28). The nozzle (17) is the two flexible tubes
A rubber ring (29) is attached to each end of the flexible tube (16) at one end as shown in FIG.
Is attached, and as shown in FIG.
The pipe couplings (28, 28) of (17) have cylindrical couplings respectively.
(30) is attached. The coupling (30) may be integrally provided at the end of the flexible tube (16) as shown in FIG.
When the two flexible tubes (16) thus bundled by the nozzle (17) are covered with the tubular body (11), the lower frame (13) ) Two flexible tubes focused on
(16), and then the frame (12) on the lower frame (13)
Are mounted, and the upper and lower frames (12, 13) are fixed by, for example, adhesion, welding, a band, or the like to form a covering (10). One unit of the two flexible tubes (16) thus bundled is covered with, for example, four covering members (10), and as shown in FIG.
The flexible tube (16) is connected to the other end of the flexible tube (16).
The units are connected to each other by being fitted to 0). Then, as shown in FIG. 12, in the portion of the bent pipe in the vertical direction, the flexible pipe (16) is bent at a predetermined curvature, and the cover (10) is also bent at a predetermined curvature through the bending grooves (14, 15). Bend. When the depth d of the bent grooves (14, 15) shown in FIG. 3 is 15 mm, the outermost width W is 1.5 mm, and the pitch of the bent grooves is 35 mm, the radius of curvature R is 2 m. Excessive bending of the flexible tube (16) is restricted by the covering device (10), and the flexible tube (1) is bent.
6) can be in a state substantially along the bend of the covering device (10). Normally, an air gun is used to pass a cable through the flexible tube (16), but when the flexible tube (16) is protruding, an air gun is used by the inner wall of the flexible tube (16). The traffic line is interfered and interferes with the traffic line. However, when the inside of the flexible tube (16) is regulated by the covering device (10) of the present invention as described above, the passage through the air gun becomes easy.
【0009】 上記のようにして配管溝(31)内に被覆具
(10)によって被覆された可撓管(16)を横並びにして配管
した上で、図11に示すように例えばノズル(32)から土
砂(33)を吐出して該配管溝(31)を埋め戻す。該土砂(33)
は配管溝(31)を掘削した時に発生した掘削土を使用し、
また掘削土とセメントとを水に分散させたスラリーを使
用すれば充填のための突き固めが不要になる。[0009] As described above, the covering tool is provided in the pipe groove (31).
After piping the flexible pipes (16) covered by (10) side by side, as shown in FIG. 11, for example, earth and sand (33) is discharged from a nozzle (32) to fill the pipe grooves (31). return. The earth and sand (33)
Uses the excavated soil generated when excavating the pipe trench (31),
If a slurry in which excavated soil and cement are dispersed in water is used, compacting for filling is not required.
【0010】 本発明では上記被覆具(10)によって被覆
された可撓管(16)を図13に示すように縦並びに配管し
てもよい。この場合には配管は左右の曲りに対応出来
る。また図14に示すように本発明の被覆具(10A) の筒
状本体(11A) において折曲げ溝(14A,15A) を形成した各
枠体(12A,13A) の内部を中実として所定個の可撓管嵌着
溝(12B,13B) を形成してもよい。該嵌着溝(12B,13B) 内
周には該可撓管(16)の波形に適合する波形を形成してお
く。In the present invention, the flexible tube (16) covered by the covering device (10) may be vertically arranged as shown in FIG. In this case, the pipe can cope with left and right bends. Further, as shown in FIG. 14, a predetermined number of frames (12A, 13A) in which bent grooves (14A, 15A) are formed in the cylindrical body (11A) of the covering tool (10A) of the present invention are solid. The flexible tube fitting grooves (12B, 13B) may be formed. A waveform conforming to the waveform of the flexible tube (16) is formed on the inner periphery of the fitting grooves (12B, 13B).
【0011】 更に被覆具の断面形状は正方形でもよ
く、矩形あるいは正方形のような方形にすると、底面の
下側に土砂を突き入れる必要がなくなり、埋め戻し作業
がより容易になる。更に被覆具の枠体の両側面に折曲げ
溝を設けてもよい。この場合には該被覆具は左右に曲げ
ることが出来る。更に被覆具の枠体には平面および両側
面に折曲げ溝を設けてもよい。この場合には該被覆具は
上下左右に曲げることが出来る。また被覆具で被覆する
可撓管は三条以上集束されてもよいし、複数条集束した
管台を複数個縦および/または横に配列してもよい。更
に被覆具で被覆する可撓管は一条のみであってもよい。[0011] Further, the cross-sectional shape of the covering device may be square. When the covering device is formed in a rectangular shape such as a rectangle or a square, it is not necessary to insert earth and sand into the lower side of the bottom surface, and the backfilling operation becomes easier. Further, bent grooves may be provided on both side surfaces of the frame of the covering tool. In this case, the covering can be bent right and left. Further, the frame of the covering tool may be provided with a bent groove on a flat surface and on both side surfaces. In this case, the covering device can be bent up, down, left and right. Further, three or more flexible tubes to be covered with the covering device may be bundled, or a plurality of bundled nozzles may be arranged vertically and / or horizontally. Furthermore, only one flexible tube may be covered with the covering device.
【0012】[0012]
【発明の効果】 本発明では管台によって集束した複数
本の可撓管を配管溝内に曲線配管することが出来、しか
も被覆具の断面は略矩形状であるから、該被覆具の底部
は配管溝の底部に密着し、したがって配管溝を埋め戻し
する場合に該被覆具の底部下側に突き固める作業が必要
でなくなり、管と管と の間隙および管の下側に緊密に土
砂を充填するための手間が省略される。該配管溝の埋め
戻し工事が極めて容易に出来、また該可撓管の余分な曲
がりを該被覆具によって規制出来る。In the present invention, according to the present invention can be curved pipe a plurality of flexible tube focused by the nozzle in the pipe groove, moreover since the cross section of the coating device is substantially rectangular, the bottom of the coating tool is When the pipe groove is backfilled, it is not necessary to squeeze it to the lower side of the bottom of the covering device when the pipe groove is backfilled, and the gap between the pipes and the lower side of the pipe are tightly closed.
The labor for filling the sand is eliminated. The backfill work of the piping groove can be extremely easily performed, and the excessive bending of the flexible tube can be restricted by the covering device.
図1〜図13は本発明の実施の形態を示すものである。 1 to 13 show an embodiment of the present invention.
【図1】 分解斜視図FIG. 1 is an exploded perspective view.
【図2】 断面図FIG. 2 is a sectional view
【図3】 折曲げ溝の拡大断面図FIG. 3 is an enlarged sectional view of a bent groove.
【図4】 可撓管被覆状態平面図FIG. 4 is a plan view of a flexible tube covered state.
【図5】 可撓管被覆状態側面図FIG. 5 is a side view of a flexible tube covered state.
【図6】 管台の分割部斜視図FIG. 6 is a perspective view of a split portion of the nozzle.
【図7】 管台両端部切欠き正面図FIG. 7 is a cutaway front view of both ends of the nozzle.
【図8】 管一端部分斜視図FIG. 8 is a perspective view of one end of a pipe.
【図9】 管他端部分斜視図FIG. 9 is a partial perspective view of the other end of the tube.
【図10】 可撓管の一端にカップリングを一体的に形
成した形態を示す部分斜視図FIG. 10 is a partial perspective view showing a form in which a coupling is integrally formed at one end of a flexible tube.
【図11】 配管溝断面図(横配管)FIG. 11 is a sectional view of a piping groove (horizontal piping).
【図12】 被覆具曲がり状態説明断面図FIG. 12 is a cross-sectional view illustrating a bent state of a covering device.
【図13】 配管溝断面図(縦配管)FIG. 13 is a sectional view of a pipe groove (vertical pipe).
【図14】 他の実施の形態の被覆具斜視図FIG. 14 is a perspective view of a covering device according to another embodiment.
【図15】 従来の説明図FIG. 15 is a conventional explanatory view.
10,10A 被覆具 11,11A 筒状本体12,13,12A,13A 枠体 12B,13B 可撓管嵌着溝 14,15,14A,15A 折曲げ溝 16 可撓管 17 管台 31 配管溝10,10A Cover 11,11A Cylindrical body 12,13,12A, 13A Frame 12B, 13B Flexible tube fitting groove 14,15,14A, 15A Bending groove 16 Flexible tube 17 Stub 31 Pipe groove
───────────────────────────────────────────────────── フロントページの続き (72)発明者 足立 彰 愛知県名古屋市港区船見町1番地の74 アロン化成株式会社 技術研究所内 (72)発明者 鈴木 忠信 愛知県名古屋市港区船見町1番地の74 アロン化成株式会社 技術研究所内 (72)発明者 内藤 松太郎 愛知県名古屋市港区船見町1番地の74 アロン化成株式会社 技術研究所内 (56)参考文献 特開 昭63−1884(JP,A) 実開 昭60−144715(JP,U) 実開 昭60−79211(JP,U) 実開 平6−6890(JP,U) (58)調査した分野(Int.Cl.7,DB名) F16L 57/00 F16L 11/11 ──────────────────────────────────────────────────続 き Continuing on the front page (72) Akira Adachi, Inventor Aron Kasei Co., Ltd., 1-74, Funami-cho, Minato-ku, Nagoya, Aichi Prefecture (72) Inventor Tadanobu 1, Funami-cho, Minato-ku, Nagoya, Aichi 74 Aron Kasei Co., Ltd., Technical Research Laboratory (72) Inventor Matsutaro Naito 1 74 Funami-cho, Minato-ku, Nagoya City, Aichi Prefecture 74 Aron Kasei Co., Ltd. Technical Research Laboratory (56) References JP-A-63-1884 (JP, A ) Japanese Utility Model 60-144715 (JP, U) Japanese Utility Model 60-79211 (JP, U) Japanese Utility Model 6-6890 (JP, U) (58) Fields investigated (Int. Cl. 7 , DB name) F16L 57/00 F16L 11/11
Claims (3)
した断面略矩形状の筒状本体からなり、管台によって集
束した複数本の可撓管を被覆していることを特徴とする
可撓管の被覆具(1) A plurality of bent grooves are formed on a peripheral surface to provide flexibility.
The cross section consists of a rectangular tubular body, the coating device of the flexible tube, characterized in that covering the plurality of flexible tubes which condensed <br/> flux by the nozzle
該筒状本体を形成 する各枠体は内部を中実とし所定個の
可撓管嵌着溝を形成してなる請求項1に記載の可撓管の
被覆具2. The tubular body is made of synthetic resin foam ,
Each frame forming the cylindrical body has a solid inside and a predetermined number of frames.
2. The flexible tube covering device according to claim 1, wherein a flexible tube fitting groove is formed.
覆している請求項1または2に記載の可撓管の被覆具を
配管溝の底部に設置し、次いで該配管溝を埋め戻すこと
を特徴とする配管方法The wherein the nozzle cover member of the flexible tube according to claim 1 or 2 covers the plurality of flexible tubes which were focused by placed on the bottom of the pipe trench, then fill the tubing groove Piping method characterized by returning
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP27709695A JP3161950B2 (en) | 1995-09-28 | 1995-09-28 | Flexible tube covering tool and plumbing method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP27709695A JP3161950B2 (en) | 1995-09-28 | 1995-09-28 | Flexible tube covering tool and plumbing method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0989187A JPH0989187A (en) | 1997-03-31 |
| JP3161950B2 true JP3161950B2 (en) | 2001-04-25 |
Family
ID=17578726
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP27709695A Expired - Fee Related JP3161950B2 (en) | 1995-09-28 | 1995-09-28 | Flexible tube covering tool and plumbing method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3161950B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000320743A (en) * | 1999-05-13 | 2000-11-24 | Totaku Kogyo Kk | Synthetic resin tube |
-
1995
- 1995-09-28 JP JP27709695A patent/JP3161950B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0989187A (en) | 1997-03-31 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US5635675A (en) | Bendable protective tube for buried cables | |
| JPH11266519A (en) | Spiral tube connector for wall | |
| JPH09105479A (en) | Underground pipeline | |
| JP3161950B2 (en) | Flexible tube covering tool and plumbing method | |
| US4844657A (en) | Pipe supporting dam assembly for pipeline construction and method | |
| JP3505399B2 (en) | Pipe introduction wall assembly member for underground container | |
| JP3062509B2 (en) | Underground wiring method of communication line using fluid transport pipe | |
| JPH10229618A (en) | Apparatus and method for burying cable tube underground | |
| JP3023664B2 (en) | Multi-stripe for underground burial | |
| JPH05280664A (en) | Piping method and piping materials used in this piping method | |
| JP3047714U (en) | Waterproof packing and stopper device for slide pipe for underground wiring | |
| JP3172438B2 (en) | Concrete pipeline for electric wire common groove and polyethylene pipe used for the pipeline | |
| JP4269572B2 (en) | Protective member for underground pipe | |
| JPH1042442A (en) | Apparatus and method for burying cable tube underground | |
| JPH0349350Y2 (en) | ||
| JP2001124279A (en) | Inner pipe support joint and piping path structure | |
| JP3044243B2 (en) | Underground cable pipeline | |
| US20050218648A1 (en) | Pipe or conduit collar | |
| JPH1014070A (en) | Connection unit for perforated pipeline and method of manufacturing the same | |
| CN217872918U (en) | Tunnel hole wall water outlet point centralized drainage device | |
| JP3505377B2 (en) | Pipe material for cable installation | |
| JPH0250351B2 (en) | ||
| JP3232063B2 (en) | Flexible piping joint device | |
| JPH08170762A (en) | Perforated tube | |
| JP4279294B2 (en) | Laying underground underground conduit |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| A02 | Decision of refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A02 Effective date: 20000620 |
|
| A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 20010206 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20080223 Year of fee payment: 7 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20090223 Year of fee payment: 8 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20090223 Year of fee payment: 8 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20090223 Year of fee payment: 8 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20100223 Year of fee payment: 9 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20100223 Year of fee payment: 9 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20110223 Year of fee payment: 10 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20110223 Year of fee payment: 10 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20120223 Year of fee payment: 11 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20120223 Year of fee payment: 11 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20120223 Year of fee payment: 11 |
|
| S531 | Written request for registration of change of domicile |
Free format text: JAPANESE INTERMEDIATE CODE: R313531 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20130223 Year of fee payment: 12 |
|
| R360 | Written notification for declining of transfer of rights |
Free format text: JAPANESE INTERMEDIATE CODE: R360 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20130223 Year of fee payment: 12 |
|
| R370 | Written measure of declining of transfer procedure |
Free format text: JAPANESE INTERMEDIATE CODE: R370 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20130223 Year of fee payment: 12 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20140223 Year of fee payment: 13 |
|
| LAPS | Cancellation because of no payment of annual fees |