JPH061602Y2 - Tubular rail connection structure and laying structure - Google Patents

Tubular rail connection structure and laying structure

Info

Publication number
JPH061602Y2
JPH061602Y2 JP1988028845U JP2884588U JPH061602Y2 JP H061602 Y2 JPH061602 Y2 JP H061602Y2 JP 1988028845 U JP1988028845 U JP 1988028845U JP 2884588 U JP2884588 U JP 2884588U JP H061602 Y2 JPH061602 Y2 JP H061602Y2
Authority
JP
Japan
Prior art keywords
joint
tubular rail
cap
tubular
rail
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
JP1988028845U
Other languages
Japanese (ja)
Other versions
JPH01138902U (en
Inventor
武康 村上
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.)
Yazaki Kako Corp
Original Assignee
Yazaki Kako 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 Yazaki Kako Corp filed Critical Yazaki Kako Corp
Priority to JP1988028845U priority Critical patent/JPH061602Y2/en
Publication of JPH01138902U publication Critical patent/JPH01138902U/ja
Application granted granted Critical
Publication of JPH061602Y2 publication Critical patent/JPH061602Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Machines For Laying And Maintaining Railways (AREA)

Description

【考案の詳細な説明】[Detailed description of the device] 【産業上の利用分野】[Industrial applications]

この考案は、例えば茶園の茶畝間に敷設して茶畝を跨ぐ
構造の茶園管理装置を走行させ、茶葉の摘採や茶樹の剪
定、整枝その他の各種茶園管理作業を行なう管状レール
の敷設工事において実施される管状レールの接続構造及
び敷設構造に関する。
This invention is implemented, for example, in the construction of a tubular rail that is laid between tea ridges in a tea garden, runs a tea garden management device that straddles the tea ridges, and plucks tea leaves, prunes tea trees, trims branches, and performs various other tea garden management work. Tubular connection structure and laying structure.

【従来の技術】[Prior art]

従来、茶園管理装置用の管状レールには、薄肉鋼管の外
周面にポリエチレン等の合成樹脂を薄く均一な層状に被
覆すると共に鋼管内面に防錆塗装を施した、外径がφ2
8又はφ38位の樹脂被覆鋼管が好適に使用されてい
る。 従来、単位長さで提供される管状レール相互の接続は、
第9図と第10図に例示したインナージョイントaを使
用して行われている(実公平4−15768号公報参
照)。このインナージョイントaは、中央部に管状レー
ルbの外径と同径のフランジa1を有し、軸方向には全
長にわたり割りa2が形成され、締まりばめを可能なら
しめている。管状レールbの端部には合成樹脂製のメス
型キャップcを溶着して管内面の密封処理が行われてい
る。このメス型キャップcの中へ前記のインナージョイ
ントaをきつく締まりばめ状態に差し込むことにより管
状レールb,b相互の接続が一連に行われる。 次に、管状レールbを地面上一定の高さに敷設する手段
としては、第11図と第12図に例示したように地面d
へ打ち込んで垂直に立てた支持杭eの上端部と管状レー
ルbとを、継手f及び高さ調節用のアジャスター機構g
を介して連結し、高さの調節が可能に支持せしめている
(実公平4−17602号公報参照)。前記継手fは、
管状レールbの下面へはめて抱持させる半割状連結部f
1と、アジャスター機構gの上端部の円筒状雄連結子g
1へはめて連結する半割状の連結部f2とを、各々の中
心線が直交する配置として一体的に形成されている。 前記アジャスター機構gは、支持杭eの上端部へはめた
アジャスターキャップg2と、前記アジャスターキャッ
プg2の外周面に形成した雄ねじへねじ込まれた接地板
g3とから成り、接地板g3を回して地面dへ接地させ
て支持反力をとり、アジャスターキャップg2を押し上
げることで管状レールbの高さが調節される。アジャス
ターキャップg2の上端部に円筒状連結部g1が一体的
に形成されてる。
Conventionally, tubular rails for tea garden management equipment have a thin steel pipe with an outer peripheral surface coated with a synthetic resin such as polyethylene in a thin and uniform layer, and an inner surface of the steel pipe with rust-preventive coating.
A resin-coated steel pipe of 8 or φ38 is preferably used. Traditionally, tubular rail interconnections provided in unit length are
This is performed using the inner joint a illustrated in FIGS. 9 and 10 (see Japanese Utility Model Publication No. 4-15768). The inner joint a has a flange a 1 having the same diameter as the outer diameter of the tubular rail b in the center portion, and a split a 2 is formed over the entire length in the axial direction, so that an interference fit is possible. A synthetic resin female cap c is welded to the end of the tubular rail b to seal the inner surface of the pipe. By inserting the inner joint a into the female cap c in a tightly fitted state, the tubular rails b and b are connected to each other in series. Next, as a means for laying the tubular rail b at a certain height on the ground, as shown in FIG. 11 and FIG.
The upper end of the support pile e and the tubular rail b that are vertically struck into the joint f and the adjuster mechanism g for height adjustment.
, And is supported so that the height can be adjusted (see Japanese Utility Model Publication No. 4-17602). The joint f is
A half-divided connecting portion f to be attached and held on the lower surface of the tubular rail b
1 and a cylindrical male connector g at the upper end of the adjuster mechanism g
A half-divided connecting part f 2 which is connected by fitting to 1 is integrally formed as an arrangement in which respective center lines are orthogonal to each other. The adjuster mechanism g includes the adjuster cap g 2 which fit to the upper end of the support piles e, made from the adjuster cap ground plate is screwed into the formed external thread on the outer peripheral surface of the g 2 g 3 Prefecture, the ground plate g 3 The height of the tubular rail b is adjusted by turning it to the ground d to take a supporting reaction force and pushing up the adjuster cap g 2 . A cylindrical connecting portion g 1 is integrally formed on the upper end portion of the adjuster cap g 2 .

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

(I)第10図のように管状レールbがインナージョイン
トaで接続された部分は曲げに弱い。そこで、こうした
管状レールの接続部は、出来得れば第11図及び第12
図の継手fにおける半割状連結部f1の上に位置させる
か、又は前記半割状連結部f1から至近距離に位置さ
せ、支持杭eで管状レール接続部に負荷される載荷重を
受け止める構成とすることが要望される。従って、支持
杭eの打ち込み位置と管状レールの接続部位置とを一致
させる設計施工が肝要である。しかし、実際問題として
現場の作業は設計通りに運ばないから、この点が施工上
のネックとなっている。 (II)次に、上記した継手fの半割状連結部f1は、第1
2図で明らかなように管状レールbの円周の少なくとも
180°以上の部分を抱持し、もって管状レールbが上
下、左右方向へ振動したり横ずれしないように確実に拘
束し支持する構成とされる。このため管状レールbの上
を走行する茶園管理装置の車輪hにおける特に両側の鍔
部分は、継手fの位置を通過する度に半割状連結部f1
と接触(衝突)しガタン、ガタンと衝撃音を発生しつつ
これを乗り越え、かつ上下左右方向への揺れを生じて円
滑な走行が妨げられる。のみならず、車輪hが継手fの
位置を乗り越えて通過する際に茶園管理装置が上下、左
右に揺れ、茶葉の摘採、整枝の作業が害され、作業精度
にバラツキを起すことが大きな問題点になっている。 (III)したがって、本考案の目的は、第一に管状レール
を支持杭の位置において所謂インナージョイント形式で
接続する構造に改良し管状レールの上を走行する車輪が
継手を乗り越えるような動作は発生させないこと、及び
インナージョイント単独の接続構造における耐荷重性の
弱点を改善しレール敷設工事の施工性及び管状レール支
持性能の向上を図ること、並びに前記の接続構造を前提
とした管状レールの敷設構造を提供することにある。
(I) The portion where the tubular rail b is connected by the inner joint a as shown in FIG. 10 is weak in bending. Therefore, if possible, such a tubular rail connecting portion should be formed as shown in FIGS.
The load applied to the tubular rail connection portion by the support pile e is set so as to be located on the half-divided connection portion f 1 of the joint f in the figure or located at a close distance from the half-divided connection portion f 1. It is required to have a configuration to receive it. Therefore, it is essential to design and install the driving position of the support pile e and the connecting position of the tubular rail so as to coincide with each other. However, as a matter of fact, on-site work is not carried out as designed, which is a bottleneck in construction. (II) Next, the half-divided connecting portion f 1 of the joint f is the first
As is clear from FIG. 2, a configuration in which at least 180 ° or more of the circumference of the tubular rail b is embraced, and the tubular rail b is securely restrained and supported so as not to vibrate vertically or laterally or to be laterally displaced. To be done. Therefore, the wheel h of the tea plantation management device running on the tubular rail b, particularly the flange portions on both sides, is divided into half-shaped connecting portions f 1 each time the position of the joint f is passed.
It makes contact with (collision) with and rattles over the sound while making a rattling sound and rattles in the vertical and horizontal directions to hinder smooth running. Not only that, when the wheel h passes over the position of the joint f and the tea field management device sways up and down, left and right, the work of picking tea leaves and the work of branching are impaired, and there is a big problem that the work accuracy varies. It has become. (III) Therefore, the object of the present invention is to firstly improve the structure in which the tubular rails are connected at the position of the support pile by a so-called inner joint type so that the movement of the wheels running on the tubular rails over the joint occurs. Not to do, and to improve the load bearing weakness in the connection structure of the inner joint alone to improve the workability of the rail laying work and the tubular rail support performance, and the tubular rail laying structure based on the above connection structure. To provide.

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

上記従来技術の課題を解決するための手段として、この
考案に係る管状レールの接続構造は、 地中へ打ち込んで立てた支持杭eの上端部にキャップ2
0又は20′が上下方向のスライドが可能にはめられ、
前記キャップの上端に付設された連結子22に管状レー
ル接続用の継手10がその連結部3によって傾動可能に
連結されていること、 前記継手10は、管状レールbの外径と略同径の円柱状
をなす基部1の両側に管状レールの中空部へ差し込まれ
る雄連結子2が同一中心線上に左右略対称形状に突設さ
れ、前記基部1に前記キャップの連結子と連結される連
結部3が一体的に設けられた構成であること、 前記継手10の両側の雄連結子2,2に左右の管状レー
ルb,bが各々一連に接続されていること、をそれぞれ
特徴とする(主に第5図と第6図参照)。 本考案に係る管状レールの接続構造はまた、アジャスタ
ー機構gを包含するものとして、 地中へ打ち込んで立てた支持杭eの上端部にアジャスタ
ーキャップg2が上下方向のスライドが可能にはめら
れ、前記アジャスターキャップの外周面に形成された雄
ねじに接地板g3がねじ込まれており、前記接地板を地
面に接地させて得られる反力によって前記アジャスター
キャップの高さが調節され、前記アジャスターキャップ
の上端に付設された連結子g1に管状レール接続用の継
手10がその連結部3によって傾動可能に連結されてい
ること、 前記継手10は、管状レールbの外径と略同径の円柱状
をなす基部1の両側に管状レールの中空部へ差し込まれ
る雄連結子2が同一中心線上に左右略対称形状に突設さ
れ、前記基部1に前記アジャスターキャップの連結子と
連結される連結部3が一体的に設けられた構成であるこ
と、 前記継手10の両側の雄連結子2,2に左右の管状レー
ルb,bが各々一連に接続されていること、もそれぞれ
特徴とする(主に第1図と第2図参照)。 なお、上記管状レールの接続構造において、継手10の
基部1は中空筒状体として形成され、前記中空部に金属
パイプを通して雄連結子が形成されていること、及び、 同前の継手10における両側の雄連結子2,2の中心線
と、基部1に設けられた連結部3の中心線とは直交する
配置とされていること、も特徴とする。 次に、本考案に係る管状レールの敷設構造は、上述した
管状レールの接続構造の構成を共通にし、更に、 管状レールbの中間位置の地中へ打ち込んで立てた支持
杭eの上端部にキャップが上下方向のスライドが可能に
はめられ、前記キャップの上端に付設された連結子に管
状レールの中間部支持用の継手12がその連結部によっ
て傾動可能に連結されていること、 前記継手12は、管状レールの外径と略同一内径で、か
つ管状レールの中心線と略平行な中心線をもつ略C字形
に形成されたレール支持用の半割状連結部6と、前記キ
ャップの連結子に連結される連結部7とが一体的に形成
され、前記レール支持用の半割状連結部6は管状レール
b上を走行する車輪とは接触しない形状、大きさに形成
されており、 前記継手12の前記半割状連結部6で管状レールbの下
面部が支持されていることを特徴とする(主に第7図と
第8図を参照)。 そして、前記管状レールの敷設構造の場合も、管状レー
ルの中間部支持用の継手12は、所定位置の地中へ打ち
込んで立てた支持杭eの上端部にアジャスターキャップ
g2が上下方向のスライドが可能にはめられ、前記アジ
ャスターキャップの外周面に形成された雄ねじに接地板
がねじ込まれ、前記接地板を地面に接地させて得られる
反力によって前記アジャスターキャップg2の高さが調
節され、前記アジャスターキャップの上端に付設された
連結子g1に、前記管状レールbの中間部支持用の継手
12が連結部7によって傾動可能に連結されていること
を特徴とする。
As a means for solving the above-mentioned problems of the prior art, the tubular rail connection structure according to the present invention has a cap 2 at the upper end of a support pile e that is driven into the ground and stands up.
0 or 20 'is fitted so that it can slide vertically.
The joint 10 for connecting the tubular rail is connected to the connector 22 attached to the upper end of the cap so as to be tiltable by the connecting portion 3. The joint 10 has a diameter substantially equal to the outer diameter of the tubular rail b. On both sides of the cylindrical base 1, male connectors 2 to be inserted into the hollow portion of the tubular rail are projected on the same center line in a substantially symmetrical shape, and the base 1 is connected to the cap connector. 3 is integrally provided, and the left and right tubular rails b, b are connected in series to the male connectors 2, 2 on both sides of the joint 10, respectively (mainly (See FIGS. 5 and 6). The tubular rail connection structure according to the present invention also includes an adjuster mechanism g, in which an adjuster cap g 2 is slidably mounted on the upper end of a support pile e that is driven into the ground. the adjuster is screwed ground plate g 3 external thread formed on the outer peripheral surface of the cap, the height of the adjuster cap by the reaction force obtained by contact with the ground the ground plate is adjusted, the adjuster cap A joint 10 for connecting a tubular rail is tiltably connected to a connector g 1 attached to an upper end by a connecting portion 3 of the joint g. The joint 10 has a columnar shape having substantially the same diameter as the outer diameter of the tubular rail b. Male connectors 2 to be inserted into the hollow portions of the tubular rails are provided on both sides of the base portion 1 forming the same so as to project substantially symmetrically on the same center line. The connecting portion 3 to be connected to the connector of the tercap is integrally provided, and the left and right tubular rails b and b are connected in series to the male connectors 2 and 2 on both sides of the joint 10. These are also characterized (see mainly FIGS. 1 and 2). In the above-mentioned tubular rail connection structure, the base portion 1 of the joint 10 is formed as a hollow cylindrical body, and a male connector is formed through a metal pipe in the hollow portion, and both sides of the joint 10 are the same. It is also characterized in that the center lines of the male connectors 2 and 2 and the center line of the connecting part 3 provided on the base part 1 are arranged orthogonal to each other. Next, the tubular rail laying structure according to the present invention has the same configuration of the tubular rail connection structure described above, and further, at the upper end portion of the support pile e that is driven up into the ground at the intermediate position of the tubular rail b. The cap is fitted so as to be slidable in the vertical direction, and a joint 12 for supporting an intermediate portion of the tubular rail is tiltably connected to the connector attached to the upper end of the cap by the joint. Is a rail-supporting half-divided connecting portion 6 formed in a substantially C-shape having an inner diameter substantially the same as the outer diameter of the tubular rail and having a center line substantially parallel to the center line of the tubular rail, and the cap. The connecting portion 7 connected to the child is integrally formed, and the rail-supporting half-divided connecting portion 6 is formed in a shape and a size that do not come into contact with a wheel traveling on the tubular rail b. The half-divided joint of the joint 12 Part lower surface portion of the tubular rail b 6 is characterized in that it is supported (see Fig. 7 and FIG. 8 mainly). Also in the case of the laid structure of the tubular rail, the joint 12 for supporting the intermediate portion of the tubular rail has the adjuster cap g 2 vertically slid on the upper end portion of the support pile e which is driven into the ground at a predetermined position and stands up. And a ground plate is screwed into a male screw formed on the outer peripheral surface of the adjuster cap, and the height of the adjuster cap g 2 is adjusted by a reaction force obtained by grounding the ground plate to the ground. A joint 12 for supporting an intermediate portion of the tubular rail b is connected to a connector g 1 attached to an upper end of the adjuster cap so as to be tiltable by a connecting portion 7.

【作用】[Action]

両側に略対称形状の雄連結子2又は2′を有するレール
接続用の継手10又は11で管状レールbの一連的接続
をインナージョイント形式で行なう作業と、他方、支持
杭eを地面に打ち込む作業とは別個独立に行なえる。そ
の後に前記継手の連結部3を支持杭eと傾動可能に連結
する結果、支持杭eによる管状レール接続部の支持が確
実、強固に行われる。 しかも、前記傾動可能な連結により、管状レールb上を
走行する茶園管理装置等の移動荷重に応じて管状レール
に無理のない傾動を可能ならしめ、支持杭eによる支点
に曲げ応力が集中することを回避し、長期供用期間中の
耐用性を高める。 また、管状レールbの前記接続部から接続部までの中間
位置は、中間部支持用の継手12を傾動可能に可能に連
結した支持杭eにより、やはり簡単、確実に、しかも自
在性のある支持が行なわれる。 前記の各継手10,11,12は、車輪hが衝突する出
張り部分を一切有しない構造なので、車輪hは各継手の
位置を円滑に通過し、上下、左右方向の揺れや衝撃音を
発生しない。 更に、前記の各継手10,11,12と支持杭eとの間
に介在されたアジャスター機構gにより、管状レールb
の敷設高さは施工時及び施工後にも随時適正に調節でき
る。
A work for connecting a series of tubular rails b in an inner joint form with a joint 10 or 11 for rail connection having substantially symmetrical male connectors 2 or 2 ', and, on the other hand, a work for driving a support pile e into the ground. Can be done separately and independently. After that, the connecting portion 3 of the joint is tiltably connected to the support pile e, so that the tubular rail connection portion is reliably and firmly supported by the support pile e. Moreover, the tiltable connection allows the tubular rail to tilt naturally according to the moving load of the tea garden management device running on the tubular rail b, so that bending stress is concentrated on the fulcrum by the support pile e. Avoid and improve durability during long service life. In addition, the intermediate position from the connecting portion to the connecting portion of the tubular rail b is also supported by a support pile e in which the joint 12 for supporting the intermediate portion is tiltably and movably connected. Is performed. Since each of the joints 10, 11 and 12 does not have any projecting portion against which the wheel h collides, the wheel h smoothly passes through the position of each joint, and shakes in the vertical and horizontal directions and produces an impact sound. do not do. Further, by the adjuster mechanism g interposed between each of the joints 10, 11 and 12 and the support pile e, the tubular rail b
The laying height of can be adjusted appropriately during and after construction.

【実施例】【Example】

次に、図示した本考案の実施例を説明する。 第1図と第2図は、雄連結子2を有するインナージョイ
ント形式の継手10による管状レールbの接続構造を示
している。前記の管状レール接続用の継手10はポリエ
チレン等の合成樹脂で一体成形されている。管状レール
bの外径と同径(φ28〜φ38位)の短い円柱状をな
す基部1の両側の軸方向に、雄連結子2,2が同一中心
線上に左右略対称形状に突設されている。前記雄連結子
2は、管状レールbの端部の中空部内へ封着されたメス
型キャップcの内径と略同径であり、同メス型キャップ
cの中へ締りばめ状態に差し込まれる。前記の雄連結子
2により、管状レールbはインナージョイント形式で一
連に突き合せ接続されている。基部1及び雄連結子2は
中空構造とされ、かつ軸方向に一本の割り8を入れてあ
り、その外径を弾性変形によって変形させ締まりばめを
容易に可能ならしめる構成とされている。 前記基部1には、支持杭eの上端部に上下方向のスライ
ドが可能にはめられたアジャスターキャップg2の上端
に付設された雄連結子g1の円周をおよそ240°位の
円弧角にわたり弾力的に締まりばめ状態に抱持する略C
字形の雌連結部3が、前記雄連結子2の中心線と直交す
る向きに一体的に成形されている。この雌連結部3は、
基部1の外径と同じ長さに形成されている(第2図)。
前記基部1と雌連結部3は、雌連結部3の中心線を含
み、かつ雄連結子2の中心線と直角な平面の位置に基部
1の外径と同一の幅寸で形成された補強リブ5によって
一体的に強固につながれている。したがって、この継手
10には管状レールb上を走行する車輪hの特に鍔部分
が衝突したり乗り上げるような出張り部分は一切無い
(第2図参照)。 前記の雌連結部3は、管状レールbの中心線と直交する
向きとされ、アジャスターキャップg2の前記雄連結子
g1へ横方向からはめて傾動自在に連結されている。従
って、管状レールbの特に支持杭eによる支点が茶園管
理装置等の移動荷重に応じて順次上下方向に傾動するこ
とを許容する。アジャスターキャップg2の雄連結子g
1へはめて連結した雌連結部3は、同雄連結部g1の両
端部に鍔状に突設した横ずれ防止リブg4により横ずれ
及び離脱が防止されている。 アジャスター機構gを構成する前記アジャスターキャッ
プg2は、地面d中へ垂直に十分に深く打ち込んで支持
力を得た支持杭eの上端部へ上下方向のスライドが可能
にはめられている。該アジャスターキャップg2の外周
面の雄ねじへねじ込まれた接地板g3は、これを回して
地面dへ接地させ支持反力をとる操作により、アジャス
ターキャップg2の雄連結子g1の高さを、ひいては管
状レールbの敷設高さを広範囲に適正に調節することが
できる。したがって、支持杭eの打込み量、又は地面d
上へ突き出した杭頭の長さの長短は施工上あまり問題に
ならず、レール敷設工事が容易であり、施工精度を得や
すい。 なお、上述したレール接続用の継手10は、基部1と一
体をなす連結部3を、正面方向から見ると略C字形をな
す雌連結部として形成されているが、この限りではな
い。この連結部3を略円筒形の雄連結子として形成し、
他方、アジャスターキャップg2の雄連結子g1を逆に
C字形の雌連結子として構成して全く同様に実施でき、
奏する作用効果にも変りがない。この点は以下に説明す
る各実施例についても同様である。
Next, the illustrated embodiment of the present invention will be described. FIGS. 1 and 2 show a connecting structure of tubular rails b by an inner joint type joint 10 having a male connector 2. The tubular rail connecting joint 10 is integrally formed of synthetic resin such as polyethylene. In the axial direction on both sides of the base 1 having a short columnar shape having the same outer diameter as the outer diameter of the tubular rail b (φ28 to φ38 positions), male connectors 2 and 2 are provided on the same center line so as to project in a substantially symmetrical shape. There is. The male connector 2 has a diameter substantially the same as the inner diameter of the female cap c sealed in the hollow portion at the end of the tubular rail b, and is inserted into the female cap c in an interference fit state. By the male connector 2, the tubular rails b are butt-connected in series in the form of an inner joint. The base portion 1 and the male connector 2 have a hollow structure, and have a single split 8 in the axial direction. The outer diameter of the base portion 1 and the male connector 2 are elastically deformed to allow an easy interference fit. . In the base portion 1, the male connector g 1 attached to the upper end of the adjuster cap g 2 which is fitted to the upper end of the support pile e so as to be slidable in the vertical direction extends around the circumference of the male connector g 1 at an arc angle of about 240 °. Approximately C, which is elastically held in an interference fit
The character-shaped female connecting portion 3 is integrally formed in a direction orthogonal to the center line of the male connecting element 2. This female connecting portion 3
It is formed to have the same length as the outer diameter of the base 1 (Fig. 2).
The base portion 1 and the female connecting portion 3 are reinforced at a position including a center line of the female connecting portion 3 and at a plane perpendicular to the center line of the male connecting portion 2 with the same width as the outer diameter of the base portion 1. The ribs 5 are integrally and firmly connected. Therefore, the joint 10 does not have any projecting portion on which the collar h of the wheel h traveling on the tubular rail b collides or gets on (see FIG. 2). The female connecting portion 3 is oriented in a direction orthogonal to the center line of the tubular rail b, and is tiltably connected to the male connecting member g 1 of the adjuster cap g 2 by inserting it from the lateral direction. Therefore, the fulcrum of the tubular rail b, particularly the support pile e, is allowed to sequentially tilt in the vertical direction according to the moving load of the tea garden management device or the like. Male connector of adjuster cap g 2 g
The female connecting portion 3 connected by being fitted into 1 is prevented from lateral displacement and separation by lateral deviation preventing ribs g 4 projecting like flanges at both ends of the male connecting portion g 1 . The adjuster cap g 2 constituting the adjuster mechanism g is vertically slidably mounted on the upper end of the support pile e which has been driven sufficiently deep into the ground d to obtain a supporting force. Ground plate g 3 screwed to the external thread of the outer peripheral surface of the adjuster cap g 2 is supported by the operation taking the reaction force, the male coupling element height of g 1 of the adjuster cap g 2 is grounded by turning it to the ground d As a result, the laying height of the tubular rail b can be appropriately adjusted in a wide range. Therefore, the driving amount of the support pile e or the ground d
The length of the pile head protruding upward does not pose a problem in construction, rail laying work is easy, and construction accuracy is easy to obtain. In the above-described rail connecting joint 10, the connecting portion 3 that is integral with the base portion 1 is formed as a female connecting portion that is substantially C-shaped when viewed from the front direction, but this is not a limitation. This connecting portion 3 is formed as a substantially cylindrical male connecting member,
On the other hand, the male connector g 1 of the adjuster cap g 2 can be configured as a C-shaped female connector on the contrary, and the same operation can be performed.
There is no change in the action effect. This also applies to each of the embodiments described below.

【第2の実施例】 第3図は、雄連結子2′が基部1′とは別体の金属製パ
イプで形成された継手11による管状レールbの接続構
造を示している。この継手11も、基部1′と雌連結部
3とは合成樹脂で一体成形されている。但し、基部1′
は雄連結子2′の外径と略同径の孔を貫通せしめた筒状
体として成形され、その中空部に、軸方向に割り8′が
入った金属製パイプを締めばめ状態に通し左右等分な長
さに突設させて雄連結子2′,2′が形成されている。 したがって、この継手11を使用した管状レール接続構
造の構成、使用法及び奏する作用効果は上記第1実施例
と同様である。
Second Embodiment FIG. 3 shows a connecting structure of tubular rails b by means of a joint 11 in which the male connector 2'is formed of a metal pipe separate from the base 1 '. Also in this joint 11, the base portion 1 ′ and the female connecting portion 3 are integrally molded of synthetic resin. However, the base 1 '
Is formed as a cylindrical body having a hole having substantially the same diameter as the outer diameter of the male connector 2 ', and a metal pipe having a split 8'in the axial direction is inserted into the hollow portion thereof in a tight fit state. Male connectors 2 ', 2'are formed so as to project in equal lengths on the left and right. Therefore, the configuration, usage and effect of the tubular rail connection structure using this joint 11 are similar to those of the first embodiment.

【第3,4の実施例】 第5図は、上記第1実施例と同じ継手10を使用し、そ
の両側の雄連結子2,2に管状レールb,bを一連に突
き合せ接続しているが、地面dへ打ち込んで立てた支持
杭eの上端部には、下端部に接地板21を有し上端部に
雄連結子22を有するキャップ20をはめてあり、その
雄連結子22へ継手10の雌連結部3をはめて傾動自在
に連結した管状レールの接続構造を示している。要する
に、地面から雄連結子2までの高さ、ひいては管状レー
ルbの高さはキャップ20の接地板21が接地した高さ
(つまり、キャップ20の有効高さ)にのみ規定され、
アジャスター機能を具備していない。 また、第6図は、やはり上記第1実施例と同じ継手10
を使用して管状レールbを一連に突き合せ接続している
が、支持杭eには雄連結子22を有するだけのキャップ
20′をはめてあり、その雄連結子22へ継手10の雌
連結部3を傾動自在に連結した管状レールの接続構造を
示している。本実施例の場合も、アジャスター機構を具
備していない。第6図中23はキャップの雄連結子22
の両端部に突設した横ずれ防止リブである。 上記第5,6図の実施例はアジャスター機構を有しない
接続構造であるから、管状レールbの高さ調節を必要と
しない比較的平坦地において有効に実施される。但し、
支持杭eに対して雌連結部3と雄連結子22とを傾動自
在に連結しているので、管状レールbは上下方向に傾動
自在である。
[Third and Fourth Embodiments] FIG. 5 shows that the same joint 10 as in the first embodiment is used, and tubular rails b and b are butt-connected in series to the male connectors 2 and 2 on both sides thereof. However, a cap 20 having a ground plate 21 at the lower end and a male connector 22 at the upper end is fitted to the upper end of the support pile e that has been driven up to the ground d. The connection structure of the tubular rail in which the female connecting portion 3 of the joint 10 is fitted and is tiltably connected is shown. In short, the height from the ground to the male connector 2, and thus the height of the tubular rail b, is defined only by the height at which the ground plate 21 of the cap 20 is grounded (that is, the effective height of the cap 20).
It does not have an adjuster function. Further, FIG. 6 also shows a joint 10 which is the same as that of the first embodiment.
The tubular rails b are butt-connected in series with each other by using, but the cap 20 ′ having only the male connector 22 is fitted to the support pile e, and the female connector of the joint 10 is connected to the male connector 22. The connection structure of the tubular rail which connected the part 3 tiltably is shown. Also in this embodiment, the adjuster mechanism is not provided. In FIG. 6, 23 is a male connector 22 of the cap.
Which are ribs for preventing lateral deviation protruding from both ends of the rib. Since the embodiment shown in FIGS. 5 and 6 has a connecting structure without an adjuster mechanism, it can be effectively carried out on a relatively flat ground which does not require the height adjustment of the tubular rail b. However,
Since the female connector 3 and the male connector 22 are tiltably connected to the support pile e, the tubular rail b is vertically tiltable.

【第5の実施例】 第7図と第8図は、上述した各実施例の接続構造による
管状レールbの接続部から接続部までの間(中間部)を
中間部支持用の継手12を使用して支持杭eに支持させ
た管状レール敷設構造の一部を示している。前記中間部
支持用の継手12は、管状レールbの外径と略同一内径
で、同管状レールbの円周のおよそ下半分を支持する略
C字形の半割状連結部6と、支持杭eに上下方向のスラ
イドが可能にはめたアジャスターキャップg2の雄連結
子g1と傾動可能に連結される雌連結部7とを一体的に
成形した構成とされている。前記の半割状連結部6は、
管状レールbの中心線と略平行な中心線をもつ向きとさ
れ、かつ管状レールb上を走行する車輪hの両鍔部が接
触しない形状、大きさ(幅w)に形成されている(第8
図)。従って、前記継手12による管状レールbの中間
部支持の構造によれば、管状レールbの上を走行する車
輪hの特に鍔部分が衝突したり乗り上げたりする出張り
部分が一切無く、車輪hは極めて円滑に走行する。管状
レールbの接続部は、上記第1〜4実施例の接続構造に
よって直接支持杭eに支持されているので、同管状レー
ルbの中間部の支持は単に車輪hを通じて管状レールb
に負荷される載荷重(移動荷重)を単純支持すれば足り
る。従って、前記中間部支持用の継手12の半割状連結
部6による支持で十分である。当該継手12の雌連結部
7は、第7,8図のようにアジャスター機構gにおける
雄連結子g1と連結する場合のほか、第5図又は第6図
のように支持杭eの上端へはめて取付けた単なるキャッ
プ20又は20′の雄連結子22と連結する態様で実施
することもできる。
[Fifth Embodiment] FIGS. 7 and 8 show a joint 12 for supporting the intermediate portion between the connecting portions (intermediate portions) of the tubular rail b according to the connecting structures of the respective embodiments described above. The part of the tubular rail laying structure used and supported by the support pile e is shown. The joint 12 for supporting the intermediate portion has an inner diameter substantially the same as the outer diameter of the tubular rail b, and a substantially C-shaped half-divided connecting portion 6 that supports approximately the lower half of the circumference of the tubular rail b, and a support pile. The male connector g 1 of the adjuster cap g 2 slidably attached to e and the female connector 7 that is tiltably connected are integrally formed. The half-divided connecting portion 6 is
It is oriented so as to have a center line substantially parallel to the center line of the tubular rail b, and is formed in a shape and size (width w) in which both flange portions of a wheel h traveling on the tubular rail b do not come into contact with each other. 8
Figure). Therefore, according to the structure for supporting the intermediate portion of the tubular rail b by the joint 12, the wheel h traveling on the tubular rail b does not have any projecting portion at which the flange portion particularly collides or rides up. It runs extremely smoothly. Since the connecting portion of the tubular rail b is directly supported by the support pile e by the connecting structures of the first to fourth embodiments, the intermediate portion of the tubular rail b is supported only by the wheel h through the tubular rail b.
It suffices to simply support the applied load (moving load) applied to. Therefore, it is sufficient to support the joint 12 for supporting the intermediate portion by the half-divided connecting portion 6. The female connecting portion 7 of the joint 12 is connected to the male connecting member g 1 of the adjuster mechanism g as shown in FIGS. 7 and 8 and also to the upper end of the support pile e as shown in FIG. 5 or 6. It can also be carried out in a mode in which the cap 20 or the male connector 22 of the cap 20 or 20 'is attached to the male connector 22.

【本考案が奏する効果】 この考案に係る管状レールの接続構造によれば、インナ
ージョイント形式で管状レールbの突き合せ接続を行な
い、且つ支持杭eによる直接的な支持が行なわれるの
で、継手数の減少が図れるし、管状レール接続部の強固
で安定な支持が行なえるから、レール敷設工事が容易で
作業性の向上を図れる。 また、本考案に係る管状レールの敷設構造によれば、全
体として管状レールb上を走行する車輪hの特に鍔部分
が衝突したり乗り上げたりする出張り部分が一切無い構
造であるから、車輪hは円滑に無騒音、無振動の走行を
する。従って、茶園管理装置による茶葉の摘採、茶樹の
整枝などを均一に精度よく行なうことができる。 しかし、管状レールbの接続及び支持杭eの打込み、両
者の連結並びにレール中間部の支持等のレール敷設工事
を、管状レール接続用の継手10,11と中間支持用の
継手12による作業として簡単、確実に行なえ、レール
敷設作業に技術的な熟練を要さず、作業性が良いし、施
工精度も確保しやすい。 その上、支持杭eにアジャスター機構gが併用されてい
るので、管状レールbの敷設高さの調節が随時容易にで
き、レール敷設精度の向上及びレール敷設工事の施工性
の向上に大きく寄与する。
According to the tubular rail connection structure of the present invention, the butt connection of the tubular rails b is performed by the inner joint type and the direct support is performed by the support pile e. Since the tubular rail connecting portion can be firmly and stably supported, rail laying work can be easily performed and workability can be improved. Further, according to the laying structure of the tubular rail according to the present invention, since the wheel h traveling on the tubular rail b as a whole has no protruding portion on which the brim portion particularly collides or rides up, the wheel h Runs smoothly with no noise and no vibration. Therefore, it is possible to uniformly and accurately perform tea leaf plucking and tea tree branching by the tea garden management device. However, the rail laying work such as the connection of the tubular rail b, the driving of the support pile e, the connection of both, and the support of the rail middle portion is simply performed by the joints 10 and 11 for the tubular rail connection and the joint 12 for the intermediate support. It can be performed reliably, does not require technical skill for rail laying work, has good workability, and is easy to secure construction accuracy. Moreover, since the adjuster mechanism g is used together with the support pile e, the laying height of the tubular rail b can be easily adjusted at any time, which greatly contributes to the improvement of rail laying accuracy and the workability of rail laying work. .

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

第1図と第2図は管状レール接続構造を各々半分断面と
して示した正面図と側面図、第3図は異なる継手による
管状レール接続構造を示した断面図、第4図は前記継手
の一部省略した側面図、第5図と第6図はそれぞれアジ
ャスター機構を使用しない管状レール接続構造を半分断
面にして示した正面図、第7図と際8図は管状レールの
中間部の支持を半分断面で示した正面図と側面図、第9
図と第10図は従来のインナージョイントによる管状レ
ールの接続部を接続前と後に分けて示した断面図、第1
1図と第12図は従来のアジャスター機構を利用した管
状レールの支持構造を半分断面で示した正面図と側面図
である。 10,11…管状レール接続用の継手 12…中間部支持用の継手 b…管状レール、1,1′…基部 2,2′…雄連結子、e…支持杭 3…連結部、6…半割状連結部 7…連結部、g…アジャスター機構 g1…連結子 g2…アジャスターキャップ g3…接地板
1 and 2 are a front view and a side view showing the tubular rail connecting structure as a half section, respectively, FIG. 3 is a sectional view showing a tubular rail connecting structure with different joints, and FIG. 4 is one of the joints. Side views with parts omitted, FIGS. 5 and 6 are front views showing the tubular rail connecting structure without using the adjuster mechanism in half section, and FIGS. 7 and 8 show the support of the intermediate portion of the tubular rail. Front and side view, half sectioned, 9th
FIG. 10 and FIG. 10 are sectional views showing a connecting portion of a tubular rail by a conventional inner joint before and after connection, respectively.
1 and 12 are a front view and a side view showing a supporting structure of a tubular rail using a conventional adjuster mechanism in a half section. 10, 11 ... Joint for connecting tubular rail 12 ... Joint for supporting intermediate portion b ... Tubular rail, 1, 1 '... Base 2, 2' ... Male connector, e ... Support pile 3 ... Connecting portion, 6 ... Half split-shaped connecting portion 7 ... connecting portion, g ... adjuster mechanism g 1 ... consolidated g 2 ... adjuster cap g 3 ... ground plate

Claims (7)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】地中へ打ち込んで立てた支持杭の上端部に
キャップが上下方向のスライドが可能にはめられ、前記
キャップの上端に付設された連結子に管状レール接続用
の継手がその連結部によって傾動可能に連結されている
こと、 前記継手は、管状レールの外径と略同径の円柱状をなす
基部の両側に管状レールの中空部へ差し込まれる雄連結
子が同一中心線上に左右略対称形状に突設され、前記基
部に前記キャップの連結子と連結される連結部が一体的
に設けられた構成であること、 前記継手の両側の雄連結子に左右の管状レールが各々一
連に接続されていることをそれぞれ特徴とする、管状レ
ールの接続構造。
1. A cap is fitted on an upper end portion of a support pile that is driven into the ground so as to be vertically slidable, and a joint for connecting a tubular rail is connected to a connector attached to the upper end of the cap. The joints are tiltably connected to each other, and the joint is a male connector inserted into the hollow portion of the tubular rail on both sides of a cylindrical base portion having substantially the same diameter as the outer diameter of the tubular rail. It has a configuration in which a connecting portion that is connected to the connector of the cap is integrally provided on the base portion so as to project in a substantially symmetrical shape, and the left and right tubular rails are respectively connected to the male connector on both sides of the joint. The tubular rail connection structure is characterized in that each is connected to the.
【請求項2】地中へ打ち込んで立てた支持杭の上端部に
アジャスターキャップが上下方向のスライドが可能には
められ、前記アジャスターキャップの外周面に形成され
た雄ねじに接地板がねじ込まれており、前記接地板を地
面に接地させて得られる反力によって前記アジャスター
キャップの高さが調節され、前記アジャスターキャップ
の上端に付設された連結子に管状レール接続用の継手が
その連結部によって傾動可能に連結されていること、 前記継手は、管状レールの外径と略同径の円柱状をなす
基部の両側に管状レールの中空部へ差し込まれる雄連結
子が同一中心線上に左右略対称形状に突設され、前記基
部に前記アジャスターキャップの連結子と連結される連
結部が一体的に設けられた構成であること、 前記継手の両側の雄連結子に左右の管状レールが各々一
連に接続されていることをそれぞれ特徴とする、管状レ
ールの接続構造。
2. An adjuster cap is fitted on an upper end portion of a support pile which is driven into the ground so as to be vertically slidable, and a ground plate is screwed into a male screw formed on an outer peripheral surface of the adjuster cap. , The height of the adjuster cap is adjusted by a reaction force obtained by grounding the ground plate to the ground, and a joint for connecting a tubular rail to a connector attached to the upper end of the adjuster cap can be tilted by the connecting portion. The joint is a male and female connector inserted into the hollow portion of the tubular rail on both sides of a cylindrical base having a diameter substantially the same as the outer diameter of the tubular rail. It is a configuration in which a connecting portion that is projectingly provided and that is connected to the connector of the adjuster cap is integrally provided on the base, and the male connectors on both sides of the joint are provided. Respectively wherein the right tubular rails are respectively connected series to the connection structure of a tubular rail.
【請求項3】請求項1又は2に記載した継手の基部は中
空筒体として形成され、前記中空部に金属パイプを通し
て雄連結子が形成されていることを特徴とする、管状レ
ールの接続構造。
3. A tubular rail connecting structure, wherein the base of the joint according to claim 1 or 2 is formed as a hollow cylinder, and a male connector is formed through a metal pipe in the hollow. .
【請求項4】請求項1又は2に記載した継手における両
側の雄連結子の中心線と、基部に設けられた連結部の中
心線とは直交する配置とされていることを特徴とする、
管状レールの接続構造。
4. The center line of the male connector on both sides of the joint according to claim 1 or 2 and the center line of the connecting portion provided on the base portion are arranged orthogonal to each other.
Connection structure for tubular rails.
【請求項5】地中へ打ち込んで立てた支持杭の上端部に
キャップが上下方向のスライドが可能にはめられ、前記
キャップの上端に付設された連結子に管状レール接続用
の継手がその連結部によって傾動可能に連結され、 前記継手は、管状レールの外径と略同径の円柱状をなす
基部の両側に管状レールの中空部へ差し込まれる雄連結
子が同一中心線上に左右略対称形状に突設され、前記基
部に前記キャップの連結子と連結される連結部が一体的
に設けられた構成であり、 前記継手の両側の雄連結子に左右の管状レールが各々一
連に接続されていること、 前記管状レールの中間位置の地中へ打ち込んで立てた支
持杭の上端部にキャップが上下方向のスライドが可能に
はめられ、前記キャップの上端に付設された連結子に管
状レールの中間部支持用の継手がその連結部によって傾
動可能に連結され、 前記継手は、管状レールの外径と略同一内径で、かつ管
状レールの中心線と略平行な中心線をもつ略C字形に形
成されたレール支持用の半割状連結部と、前記キャップ
の連結子に連結される連結部とが一体的に形成され、前
記レール支持用の半割状連結部は管状レール上を走行す
る車輪とは接触しない形状、大きさに形成されており、 前記継手の前記半割状連結部で管状レールの下面部が支
持されていることをそれぞれ特徴とする、管状レールの
敷設構造。
5. A cap is fitted on the upper end of a support pile driven up into the ground so as to be vertically slidable, and a joint for connecting a tubular rail is connected to a connector attached to the upper end of the cap. And a male connector inserted into the hollow portion of the tubular rail on both sides of a cylindrical base having substantially the same diameter as the outer diameter of the tubular rail. And a connecting portion that is connected to the connector of the cap is integrally provided on the base, and the left and right tubular rails are connected in series to the male connectors on both sides of the joint. The cap is slidable in the vertical direction on the upper end of the support pile which is driven into the ground at the intermediate position of the tubular rail, and the connector attached to the upper end of the cap is attached to the middle of the tubular rail. Support Rail is tiltably connected by its connecting portion, and the joint is formed in a substantially C-shape having an inner diameter substantially the same as the outer diameter of the tubular rail and a center line substantially parallel to the center line of the tubular rail. The supporting half connecting portion and the connecting portion connected to the connector of the cap are integrally formed, and the rail supporting half connecting portion is in contact with a wheel traveling on a tubular rail. A tubular rail laying structure, characterized in that the tubular rail is formed in a shape and size not to be supported, and the lower surface portion of the tubular rail is supported by the half-divided connecting portion of the joint.
【請求項6】請求項5に記載した管状レール接続用の継
手及び中間部支持用の継手はそれぞれ、所定位置の地中
へ打ち込んで立てた支持杭の上端部にアジャスターキャ
ップが上下方向のスライドが可能にはめられ、前記アジ
ャスターキャップの外周面に形成された雄ねじに接地板
がねじ込まれており、前記接地板を地面に接地させて得
られる反力によって前記アジャスターキャップの高さが
調節され、前記アジャスターキャップの上端に付設され
た連結子に、前記管状レール接続用の継手、中間部支持
用の継手が各々の連結部によって傾動可能に連結されて
いることを特徴とする、管状レールの敷設構造。
6. The tubular rail connecting joint and the intermediate portion supporting joint according to claim 5 each have an adjuster cap vertically slidable on the upper end portion of a support pile which is driven up into the ground at a predetermined position. The ground plate is screwed into a male screw formed on the outer peripheral surface of the adjuster cap, and the height of the adjuster cap is adjusted by a reaction force obtained by grounding the ground plate to the ground, Laying a tubular rail, wherein a joint attached to the upper end of the adjuster cap is connected to the joint for tubular rail connection and a joint for supporting an intermediate portion in a tiltable manner by each joint. Construction.
【請求項7】請求項1又は5のキャップは、その下端部
に接地板を有していることを特徴とする、管状レールの
接続構造又は敷設構造。
7. A connection structure or a laying structure for a tubular rail, wherein the cap according to claim 1 or 5 has a ground plate at a lower end portion thereof.
JP1988028845U 1988-03-04 1988-03-04 Tubular rail connection structure and laying structure Expired - Lifetime JPH061602Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1988028845U JPH061602Y2 (en) 1988-03-04 1988-03-04 Tubular rail connection structure and laying structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1988028845U JPH061602Y2 (en) 1988-03-04 1988-03-04 Tubular rail connection structure and laying structure

Publications (2)

Publication Number Publication Date
JPH01138902U JPH01138902U (en) 1989-09-22
JPH061602Y2 true JPH061602Y2 (en) 1994-01-12

Family

ID=31252538

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1988028845U Expired - Lifetime JPH061602Y2 (en) 1988-03-04 1988-03-04 Tubular rail connection structure and laying structure

Country Status (1)

Country Link
JP (1) JPH061602Y2 (en)

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5262805A (en) * 1975-11-17 1977-05-24 Shikoku Daikin Kuuchiyou Kk Transportation device for golf course

Also Published As

Publication number Publication date
JPH01138902U (en) 1989-09-22

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