JPH0684087U - Ribbed tube - Google Patents

Ribbed tube

Info

Publication number
JPH0684087U
JPH0684087U JP2474093U JP2474093U JPH0684087U JP H0684087 U JPH0684087 U JP H0684087U JP 2474093 U JP2474093 U JP 2474093U JP 2474093 U JP2474093 U JP 2474093U JP H0684087 U JPH0684087 U JP H0684087U
Authority
JP
Japan
Prior art keywords
pipe
marked line
ribbed
sand
line
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
Application number
JP2474093U
Other languages
Japanese (ja)
Inventor
祐二 狭間
禎一 後藤
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.)
Kubota Corp
Original Assignee
Kubota Corp
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 Kubota Corp filed Critical Kubota Corp
Priority to JP2474093U priority Critical patent/JPH0684087U/en
Publication of JPH0684087U publication Critical patent/JPH0684087U/en
Pending legal-status Critical Current

Links

Landscapes

  • Rigid Pipes And Flexible Pipes (AREA)

Abstract

(57)【要約】 【構成】 複数の周方向リブ14の先端面(外周面)に
管軸に対して平行方向に延びる標線16を形成する。 【効果】 標線16は土砂で隠されることが殆どなく、
仮に標線16が土砂をかぶっていても、土砂を管軸方向
へ払い除けることができるので、標線16を簡単に露出
させることができ、作業性を向上できる。
(57) [Summary] [Structure] Mark lines 16 extending in the direction parallel to the tube axis are formed on the tip surfaces (outer peripheral surfaces) of the plurality of circumferential ribs 14. [Effect] The marking line 16 is hardly hidden by the earth and sand,
Even if the marked line 16 is covered with earth and sand, since the earth and sand can be wiped away in the pipe axis direction, the marked line 16 can be easily exposed and workability can be improved.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

この考案はリブ付管に関し、特にたとえば地中に埋設される下水配管等に用い られる、リブ付管に関する。 The present invention relates to a ribbed pipe, and more particularly to a ribbed pipe used in, for example, a sewer pipe buried underground.

【0002】[0002]

【従来の技術】[Prior art]

従来のリブ付管では、たとえばインクジェットプリンタ等によって、本管の外 面すなわちリブとリブとの間にレベル出しのための標線を形成するようにしてい た。 In conventional ribbed pipes, for example, an inkjet printer or the like is used to form a marked line for leveling between the outer surfaces of the main pipe, that is, between the ribs.

【0003】[0003]

【考案が解決しようとする課題】[Problems to be solved by the device]

リブ付管に土砂が付着して標線が見えなくなった場合には、レベル出し作業時 に土砂を払い除けて標線を露出させる必要がある。ところが、リブとリブとの間 に標線が形成された従来のリブ付管では、リブがじゃまするので、管軸方向では なく周方向にしか土砂を払い除けることができないので、作業性が悪いという問 題点があった。たとえば、1スパン40〜50mのものでは、レベル出しのため に、そのような土砂の除去作業だけでも非常に長時間を要してしまう。 If the marked line cannot be seen due to the adhered sediment on the ribbed pipe, it is necessary to remove the sediment during the leveling work to expose the marked line. However, in the conventional ribbed pipe in which a marked line is formed between the ribs, the ribs hinder the removal of soil and sand only in the circumferential direction, not in the pipe axis direction, resulting in poor workability. There was a problem. For example, in the case of one span of 40 to 50 m, it takes a very long time just to remove the soil for leveling.

【0004】 それゆえに、この考案の主たる目的は、レベル出しのための作業性を向上でき る、リブ付管を提供することである。Therefore, a main object of the present invention is to provide a ribbed tube capable of improving workability for leveling.

【0005】[0005]

【課題を解決するための手段】[Means for Solving the Problems]

この考案は、本管および本管の外面に形成される複数の周方向リブを備えるリ ブ付管において、複数の周方向リブの先端面に本管の管軸に対して平行に延びる 標線を形成したことを特徴とする、リブ付管である。 This invention relates to a rib-equipped pipe including a main pipe and a plurality of circumferential ribs formed on the outer surface of the main pipe, wherein the end faces of the plurality of circumferential ribs extend parallel to the pipe axis of the main pipe. The ribbed tube is characterized in that

【0006】[0006]

【作用】[Action]

標線がリブの先端面に記入されるので、埋め戻しの際に標線が土砂に埋もれる ことは殆どないばかりか、仮に標線が土砂に隠されても、付着した土砂を管軸方 向に払い除けることによって、標線を簡単に露出させることができる。 Since the marked line is written on the tip surface of the rib, the marked line is rarely buried in the sediment during backfilling, and even if the marked line is hidden by the sediment, the adhered sediment is directed toward the pipe axis. It is possible to easily expose the marked line by removing it.

【0007】[0007]

【考案の効果】[Effect of device]

この考案によれば、標線を簡単に露出させることができるので、レベル出し作 業の迅速化を図ることができる。 この考案の上述の目的,その他の目的,特徴および利点は、図面を参照して行 う以下の実施例の詳細な説明から一層明らかとなろう。 According to this invention, since the marked line can be easily exposed, the leveling operation can be speeded up. The above-mentioned objects, other objects, features and advantages of the present invention will be more apparent from the following detailed description of the embodiments with reference to the drawings.

【0008】[0008]

【実施例】【Example】

図1および図2を参照して、この実施例のリブ付管10は、断面略円形の本管 12を含み、本管12の外面には、管軸方向に所定間隔毎に配置される複数の周 方向リブ14が形成される。そして、各々の周方向リブ14の先端面(外周面) には、本管12の管軸に対して平行方向に延びる標線16がたとえばインクジェ ット等によって形成される。なお、標線16は、溝あるいは突起等として形成さ れてもよい。 1 and 2, a ribbed pipe 10 of this embodiment includes a main pipe 12 having a substantially circular cross section, and a plurality of main pipes 12 are arranged on the outer surface of the main pipe 12 at predetermined intervals in the pipe axial direction. Circumferential ribs 14 are formed. Then, on the tip end surface (outer peripheral surface) of each circumferential rib 14, a marked line 16 extending in a direction parallel to the tube axis of the main tube 12 is formed by, for example, an ink jet. The marked line 16 may be formed as a groove or a protrusion.

【0009】 このようなリブ付管10が、たとえば下水用管路として地中に敷設される。リ ブ付管10の敷設時には、まず、開削された敷設溝の底部にたとえば砂基礎が形 成され、この砂基礎上にリブ付管10が配置される。そして、標線16を基準と してリブ付管10のレベル出しが行われる。このとき土砂が付着して標線16が 見えなくなっている場合には、手または足等で土砂を管軸方向へ払い除けること によって標線16が露出される。レベル出し終了後、敷設溝が埋め戻される。Such a ribbed pipe 10 is laid in the ground as, for example, a sewer pipe line. When laying the ribbed pipe 10, first, for example, a sand foundation is formed at the bottom of the excavated laying groove, and the ribbed pipe 10 is placed on the sand foundation. Then, the leveling of the ribbed tube 10 is performed with reference to the marked line 16. At this time, if the sediment 16 adheres and the reference line 16 is no longer visible, the reference line 16 is exposed by wiping off the sediment with the hands or feet in the axial direction of the pipe. After completing the leveling, the laying groove is backfilled.

【0010】 この考案によれば、標線16上に土砂が付着したとしても、それを管軸方向へ 払い除けることができるので、標線16を簡単に露出させることができ、レベル 出し作業の迅速化を図ることができる。According to the present invention, even if the earth and sand adhere to the marking line 16, it can be removed in the axial direction of the pipe, so that the marking line 16 can be easily exposed and the leveling work can be performed. It is possible to speed up.

【図面の簡単な説明】[Brief description of drawings]

【図1】この考案の一実施例を示す図解図である。FIG. 1 is an illustrative view showing one embodiment of the present invention.

【図2】図1におけるII−II線断面図である。FIG. 2 is a sectional view taken along line II-II in FIG.

【符号の説明】[Explanation of symbols]

10 …リブ付管 12 …本管 14 …リブ 16 …標線 10 ... tube with rib 12 ... main tube 14 ... rib 16 ... marked line

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】本管および前記本管の外面に形成される複
数の周方向リブを備えるリブ付管において、 前記複数の周方向リブの先端面に前記本管の管軸に対し
て平行に延びる標線を形成したことを特徴とする、リブ
付管。
1. A ribbed pipe comprising a main pipe and a plurality of circumferential ribs formed on an outer surface of the main pipe, wherein tip ends of the plurality of circumferential ribs are parallel to a pipe axis of the main pipe. A ribbed tube, characterized in that it extends a marked line.
JP2474093U 1993-05-13 1993-05-13 Ribbed tube Pending JPH0684087U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2474093U JPH0684087U (en) 1993-05-13 1993-05-13 Ribbed tube

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2474093U JPH0684087U (en) 1993-05-13 1993-05-13 Ribbed tube

Publications (1)

Publication Number Publication Date
JPH0684087U true JPH0684087U (en) 1994-12-02

Family

ID=12146552

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2474093U Pending JPH0684087U (en) 1993-05-13 1993-05-13 Ribbed tube

Country Status (1)

Country Link
JP (1) JPH0684087U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4111699C2 (en) * 1990-08-08 2001-09-27 Yazaki Corp Transmission device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4111699C2 (en) * 1990-08-08 2001-09-27 Yazaki Corp Transmission device

Similar Documents

Publication Publication Date Title
JPH08246512A (en) Water leak detector
JPH0684087U (en) Ribbed tube
JP3870285B2 (en) Shaft construction method
JP3753647B2 (en) Open-cut construction method for buried works such as pipes and markers for existing buried objects
JP4981551B2 (en) Wall structure and construction method thereof
JP3930868B2 (en) Drainage channel
CN1247285A (en) Underground pipeline installation engineering construction method without earth surface excavation
JP7012504B2 (en) How to build a jig for soil removal and a retaining wall
KR101760087B1 (en) Underground maeseolmul display
JP6630155B2 (en) Pipe connection structure and pipe unit used for this pipe connection structure
JPH0613770B2 (en) Method of constructing mountain retaining wall with parent pile
JPS638938Y2 (en)
JPH0322335Y2 (en)
JPS6233809Y2 (en)
JP2953843B2 (en) Pipe line laying method by non-cutting propulsion method
JP2004232285A (en) Waterproof device and waterproof method of continuous wall
JPH0332629Y2 (en)
JPH0452301Y2 (en)
JP3640708B2 (en) Cross-joining method for shield tunnel
JPS638939Y2 (en)
JPH10273973A (en) Form for sleeve
AU2004100611A4 (en) Ground Marker
JPH04130334U (en) Identification sheet for buried conduits
JP3082379U (en) Protective plate for electric wire gutter facility
KR200232633Y1 (en) Stay anchor

Legal Events

Date Code Title Description
A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 19990209