JP3024319U - Soil pipe with water conduit and wart - Google Patents

Soil pipe with water conduit and wart

Info

Publication number
JP3024319U
JP3024319U JP1995013096U JP1309695U JP3024319U JP 3024319 U JP3024319 U JP 3024319U JP 1995013096 U JP1995013096 U JP 1995013096U JP 1309695 U JP1309695 U JP 1309695U JP 3024319 U JP3024319 U JP 3024319U
Authority
JP
Japan
Prior art keywords
pipe
wart
receiving port
water
pipe body
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
JP1995013096U
Other languages
Japanese (ja)
Inventor
敏夫 横木
Original Assignee
敏夫 横木
熊倉 光子
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 敏夫 横木, 熊倉 光子 filed Critical 敏夫 横木
Priority to JP1995013096U priority Critical patent/JP3024319U/en
Application granted granted Critical
Publication of JP3024319U publication Critical patent/JP3024319U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Rigid Pipes And Flexible Pipes (AREA)

Abstract

(57)【要約】 【課題】湿田を乾田化して大型農業機械の導入を図るた
めホ場の暗渠排水工事に使用する導水溝及びイボ付き土
管に関する。 【解決手段】管体1の外周全面に断面半円形の導水溝3
を受口2の基部から管体他端の開放口4にかけて管体軸
線方向に形成し、受口2の深さlを深くしてその奥端当
接部にイボ状突起5を設けた導水溝及びイボ付き土管。
(57) [Abstract] [PROBLEMS] To provide a conduit for water and a clay pipe with warts used for underdrain drainage work in a ho field to make a wet field dry and introduce large-scale agricultural machinery. SOLUTION: A water guiding groove 3 having a semicircular cross section is formed on the entire outer circumference of a pipe body 1.
Is formed in the axial direction of the pipe body from the base of the receiving port 2 to the opening port 4 at the other end of the tubular body, and the depth 1 of the receiving port 2 is increased to provide the wart-like projection 5 at the abutting end portion thereof. Earthen pipe with groove and wart.

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]

湿田を乾田化して大型農業機械の導入化を図るためホ場の暗渠排水工 事に使用する導水溝及びイボ付き土管に関する。 The present invention relates to a conduit for ditches and warts for use in underdrain drainage works in a yard to convert wetlands into dry fields and introduce large-scale agricultural machinery.

【0002】[0002]

【従来の技術】[Prior art]

従来この湿田を乾田化する工事に用いる管体は素焼土管を使用してい る。そして堀削に当ってはトレンチャーと称する暗渠専門の溝堀機が使 用されている。 Conventionally, the pipe body used for the construction of this wetland into a dryfield has used unglazed earth pipes. When excavating, a trench ditcher called a trencher is used.

【0003】[0003]

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

このトレンチャーによる堀削は堀削速度も早く土管の埋設に当っては 湧水による泥土、泥水の中での作業となり、その結果泥土、泥水が土管 の継ぎ目に集中し施工が著しく阻害される。 The excavation by the trencher has a high excavation speed, and when burying a clay pipe, the work is carried out in the mud and mud caused by spring water, and as a result, the mud and mud are concentrated at the joints of the clay pipe and the construction is significantly hindered.

【0004】 また土管の埋設後もこの泥土や泥水のため土管が目詰りを起して排水 機能が低下する。このため管体の継ぎ目に突起を設けて土管の接続部に 隙間を設けることや土管表面に導水用の条溝を設けることも考えられて いる。Even after the earth pipe is buried, the earth pipe becomes clogged with the mud and muddy water, and the drainage function is deteriorated. For this reason, it has been considered to provide a projection at the joint of the pipe body to provide a gap at the connecting portion of the clay pipe or to provide a groove for water conveyance on the surface of the clay pipe.

【0005】 しかしこの突起を設けることや条溝を設けた土管であっても単なる形 状変化であって、このような土管を製作したとしても土管の製作が手作 りであると、成形途中の未焼成の土管の場合管体の移動や反転等で管体 に曲り等の変形が必然的に生じる。However, even if a clay pipe provided with this protrusion or a groove is merely changed in shape, if such a clay pipe is manufactured by hand, it is not In the case of the unfired clay pipe, the pipe is inevitably deformed due to movement or reversal.

【0006】 このため管体表面に設けた条溝の導水性能が劣化するばかりか受口の 深さが浅いため年月が経過すると接続部が外れて泥土の流入が促進され 管内推積による通水断面の確保が失われるばかりか、排水機能を失う結 果となる。For this reason, not only the water guiding performance of the groove provided on the surface of the pipe is deteriorated, but also the depth of the receiving port is shallow, so that the connection part will come off and the inflow of mud will be promoted after a certain period of time, and the passage due to the in-pipe accumulation Not only will the securing of the water profile be lost, but the drainage function will be lost.

【0007】[0007]

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

考案者はこのような従来の排水土管の欠点を解決するため鋭意研究の 結果、管体表面に設けた条溝を断面半円形状とすることによって条溝の 目詰りを少なくして導水性を向上させ、受口の深さlを従来のものより 深くし、連続結合の完壁を図り、さらにこの受口の奥端にイボ状の突起 を設け、しかも全自動成形することによって従来の排水土管の欠点をす べて解決したものである。 As a result of diligent research to solve such a drawback of the conventional drainage earth pipe, the inventor has made the groove formed on the surface of the pipe a semicircular cross section to reduce clogging of the groove and reduce water permeability. By improving the depth of the receiving port 1 to be deeper than that of the conventional one, the continuous connection is completed, and the wart-shaped projection is provided at the back end of this receiving port, and the automatic drainage is performed by fully automatic molding. It solves all the drawbacks of clay pipes.

【0008】[0008]

【作用】[Action]

本考案はこのように管体表面に設けた導水用の条溝を導水抵抗の少い 半円形状として導水能力を向上させ、受口の深さlを深くすることによ って年月が経ちまた地震等による変動によっても管の接続が外れること なく、しかも受口の奥端にイボ状の突起を設けることによって接続部に 隙間を形成させて泥水による目詰りを防ぎ常に一定した集水効果を発揮 するものである。 According to the present invention, the water guiding groove formed on the surface of the pipe body is formed into a semicircular shape having a small water guiding resistance to improve the water guiding ability, and the depth l of the receiving port is increased. The pipe will not be disconnected due to changes due to earthquakes, etc., and a wart-shaped protrusion is provided at the back end of the receiving port to form a gap at the connection part to prevent clogging by muddy water and always collect water constantly. It is effective.

【0009】 また成形を自動成形にすることによって管体の曲りをなくし、強度の 向上を計るものであって従来の排水土管とは比較にならない高性能な土 管を提供するものである。Further, the present invention is intended to provide a high-performance earth pipe which is uncomparable to the conventional drainage earth pipe by eliminating the bending of the pipe body by automatically forming the pipe and improving the strength.

【0010】[0010]

【考案の実施の形態】[Embodiment of device]

図1は本考案の土管全体を表わす斜視図、図2は土管の構成を示す縦 断面図、図3は受口(2)側からの側面図、図4は図2のX−X断面図 を示すものである。 1 is a perspective view showing the whole clay pipe of the present invention, FIG. 2 is a longitudinal sectional view showing the structure of the clay pipe, FIG. 3 is a side view from the receiving port (2) side, and FIG. 4 is a sectional view taken along line XX of FIG. Is shown.

【0011】[0011]

【実施例】【Example】

添付図面により本考案の導水溝及びイボ付き土管を説明すると、(1) は土管全体であって、この土管には一端に連結用の受口(2)が設けら れていて、管体の外周全面に断面半円形の導水溝(3)が受口(2)の 基部から管体他端の開放口(4)にかけて管体軸線方向に形成されてい る。 With reference to the attached drawings, the water conduit and the earth pipe with warts according to the present invention will be described. (1) is the whole earth pipe, and this earth pipe has a receiving port (2) for connection at one end, A water guiding groove (3) having a semicircular cross section is formed on the entire outer circumference in the axial direction of the pipe body from the base of the receiving port (2) to the opening port (4) at the other end of the pipe body.

【0012】 本考案の土管(1)は受口(2)の深さlを従来の土管の受口より約 9mm程度深くし、その奥端の当接面にイボ状突起(5)を所要数(図 にあっては4個)設けるものである。In the clay pipe (1) of the present invention, the depth (1) of the receiving port (2) is set to be about 9 mm deeper than that of the conventional clay pipe, and the wart-like projection (5) is required on the contact surface at the rear end. The number (4 in the figure) is provided.

【0013】 この土管の成形に際しては全自動製管機によって成形することを特徴 とし、このため一切作業員の手に触れることなく乾燥、焼成という工程 が可能となった。このことは未硬化の成形体に触れることなく管体の曲 りや溝のつぶれ、あるいは受口(2)の変化を防ぎ、常に均一な製品が 得られ初期の効果が保たれてしかも強度の安定化が計れる。A feature of this earth pipe is that it is formed by a fully automatic pipe making machine, which allows the steps of drying and firing without touching the hands of workers. This prevents bending of pipes, crushing of grooves, and changes in the receiving port (2) without touching the uncured molded product, and a uniform product is always obtained, the initial effect is maintained and the strength is stable. Can be measured.

【0014】[0014]

【考案の効果】[Effect of device]

本考案の土管は、このように管体表面に設けた導水用の条溝を抵抗の 少い半円形状として導水能力を向上させ、受口の深さlを深くして管相 互の脱落を防ぎ、さらに受口の奥端にイボ状突起を設けることによって 接続部に隙間を形成して泥水による目詰りを防ぎ常に安定した集水効果 を発揮し、また自動製管機によって成形するため管体の曲りや歪をなく して強度の向上を計れるという従来の排水土管にはみられない卓越した 使用上の効果が得られる。 In the clay pipe of the present invention, the water guiding groove formed on the surface of the pipe body is formed into a semicircular shape with a low resistance to improve the water guiding ability, and the depth l of the receiving port is deepened so that the pipe phases drop out. In addition, by providing a wart-shaped projection at the back end of the receiving port, a gap is formed at the connection part to prevent clogging due to muddy water and always exhibit a stable water collection effect. It is possible to obtain an excellent effect of use, which is not seen in conventional drainage earth pipes, that can improve strength by eliminating bending and distortion of the pipe body.

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

【図1】 全体を表わす斜視図FIG. 1 is a perspective view showing the whole

【図2】 縦断面図[Figure 2] Longitudinal section

【図3】 受口側からの側面図[Fig. 3] Side view from the receiving side

【図4】 X−X断面図FIG. 4 is a sectional view taken along line XX.

【符号の説明】[Explanation of symbols]

(1)…管体 (2)…受口 (3)…半円形の条溝 (5)…イボ状突起 (1) ... Tube (2) ... Receiving port (3) ... Semicircular groove (5) ... Wart-like protrusion

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】円筒状管体(1)の一端に連結用の受口
(2)を設けた暗渠排水用土管において、管体(1)の
外周全面に断面半円形の導水溝(3)を前記受口(2)
の基部から管体他端の開放口(4)にかけて管体軸線方
向に形成し、前記受口(2)の深さlを深くしてその奥
端当接面にイボ状突起(5)を所要数設けたことを特徴
とした導水溝及びイボ付き土管。
1. A conduit pipe for drainage of an underdrain provided with a receiving port (2) for connection at one end of a cylindrical tubular body (1), and a water guiding groove (3) having a semicircular cross section on the entire outer periphery of the tubular body (1). To the socket (2)
Is formed in the axial direction of the pipe body from the base portion of the base body to the opening port (4) at the other end of the pipe body, and the depth l of the receiving port (2) is deepened to form a wart-shaped projection (5) on the rear end contact surface. A water conduit with a wart and a earth pipe with a wart, characterized by having a required number.
JP1995013096U 1995-11-01 1995-11-01 Soil pipe with water conduit and wart Expired - Lifetime JP3024319U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1995013096U JP3024319U (en) 1995-11-01 1995-11-01 Soil pipe with water conduit and wart

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1995013096U JP3024319U (en) 1995-11-01 1995-11-01 Soil pipe with water conduit and wart

Publications (1)

Publication Number Publication Date
JP3024319U true JP3024319U (en) 1996-05-21

Family

ID=43159562

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1995013096U Expired - Lifetime JP3024319U (en) 1995-11-01 1995-11-01 Soil pipe with water conduit and wart

Country Status (1)

Country Link
JP (1) JP3024319U (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0312918A (en) * 1989-06-12 1991-01-21 Fujitsu Ltd Spray development method

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0312918A (en) * 1989-06-12 1991-01-21 Fujitsu Ltd Spray development method

Similar Documents

Publication Publication Date Title
JP3024319U (en) Soil pipe with water conduit and wart
JPS6128948Y2 (en)
JPS6128949Y2 (en)
JP3045550U (en) Clay pipe
JPH042223Y2 (en)
JP3062884U (en) Clay pipe
JP3059978U (en) Suction / water collecting clay pipe
JPS636250Y2 (en)
CN219508536U (en) Reinforcing seepage-promoting structure of soft soil foundation in highway engineering construction
JP2002146767A (en) Water collecting-draining structure
JPS636249Y2 (en)
JPS5941248Y2 (en) tube
JPH0738467Y2 (en) Buried pipe for propulsion method
JP3048740U (en) Culvert drainage pipe and its joint tool
JPH0332628U (en)
JPS592180Y2 (en) culvert block
JPH0423985Y2 (en)
JPS6227559Y2 (en)
JPH0128108Y2 (en)
JPH1171741A (en) Execution of culvert
KR950009238Y1 (en) Collecting-tank of drainage
JP3064722U (en) Clay pipe joint for culvert
JPS6332210Y2 (en)
JPH0119483B2 (en)
JPH0535175Y2 (en)