JP3323163B2 - Trough support pile and trough support structure - Google Patents

Trough support pile and trough support structure

Info

Publication number
JP3323163B2
JP3323163B2 JP27217199A JP27217199A JP3323163B2 JP 3323163 B2 JP3323163 B2 JP 3323163B2 JP 27217199 A JP27217199 A JP 27217199A JP 27217199 A JP27217199 A JP 27217199A JP 3323163 B2 JP3323163 B2 JP 3323163B2
Authority
JP
Japan
Prior art keywords
trough
pile
trough support
support
support pile
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
Application number
JP27217199A
Other languages
Japanese (ja)
Other versions
JP2001095137A (en
Inventor
英一 小倉
Original Assignee
株式会社コウセイトラフ
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 株式会社コウセイトラフ filed Critical 株式会社コウセイトラフ
Priority to JP27217199A priority Critical patent/JP3323163B2/en
Publication of JP2001095137A publication Critical patent/JP2001095137A/en
Application granted granted Critical
Publication of JP3323163B2 publication Critical patent/JP3323163B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Laying Of Electric Cables Or Lines Outside (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は内部に電線、光ファ
イバケーブル等を収容するトラフを鉄道線路の側方に敷
設するのに使用されるトラフ支持杭と、それを用いたト
ラフ支持構造に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a trough support pile used for laying a trough in which electric wires, optical fiber cables and the like are housed on the side of a railway line, and a trough support structure using the same. It is.

【0002】[0002]

【従来の技術】トラフを鉄道線路の側方に敷設するに
は、線路に沿って間隔をあけて多数本の支持杭を地中に
差込み、それら支持杭の上端部に長尺の支持台をのせて
架設し、その支持台の上にトラフをのせていた。この場
合、支持杭は上からハンマー等で叩いて打ち込んだり、
予めあけた支持杭よりも径の大きな差込み孔に支持杭を
差込んでから差込み孔を埋戻して支持杭を固定したり、
支持杭を差込んでから差込み孔内にモルタルを流し込ん
で固定したり、他の補強材で固定してから埋戻すなどし
ている。
2. Description of the Related Art To lay troughs on the sides of a railway track, a number of support piles are inserted into the ground at intervals along the track, and a long support base is mounted on the upper end of the support piles. It was erected on top of it and the trough was placed on its support. In this case, hit the support pile with a hammer, etc.
Insert the support pile into the insertion hole larger in diameter than the support pile that was previously drilled, then backfill the insertion hole and fix the support pile,
The support stake is inserted and then mortar is poured into the insertion hole and fixed, or it is fixed with another reinforcing material and then backfilled.

【0003】[0003]

【発明が解決しようとする課題】従来のトラフ支持杭は
次のような課題があった。 1.ハンマーで叩いて支柱を打込むため、大変な重労働
であり、作業員が足腰を痛めることもあった。 2.予め地中に差込み孔を開ける場合は支柱を叩く必要
はないが、穴あけ作業や埋戻し作業が面倒であった。 3.地中に開けた差込み孔に支柱を差込んで、モルタル
や他の補強材を使用する場合は、その作業が面倒にな
り、時間と手間が掛かり、コスト高になる。 4.モルタルや他の補強材を使用すると、支持杭を打ち
直したり、交換のために抜いたりするのが面倒であり困
難な場合もあった。 5.支持杭をハンマーで叩いて打ち込む場合も、差込み
孔に差込む場合も、支持杭の地上に出る高さ(レベル)
を揃えにくい。 6.支持杭をハンマーで叩いて打ち込んだ場合は、経年
変化により支持杭が浮き沈みすることがあり、それに伴
って支持杭に支持されているトラフの高さが長手方向で
凸凹になり、トラフ内に敷設されている光ファイバケー
ブルや一般の通信ケーブルが損傷することもあった。 7.支持杭の頭を叩いて打ち込むと、頭が欠けたり、割
れたりして支持台の支持が不安定になることもあった。 8.コンクリート製の支持杭は重く、現場への運搬や、
現場での取扱が大変である。
The conventional trough support pile has the following problems. 1. The striking of the struts with a hammer was a very hard work, and workers could hurt their legs. 2. There is no need to hit the struts when drilling holes in the ground in advance, but drilling and backfilling operations are troublesome. 3. If a mortar or other reinforcing material is used by inserting a support into the insertion hole opened in the ground, the operation is troublesome, time and labor is required, and the cost is increased. 4. When using mortar or other reinforcing materials, it was difficult and sometimes difficult to hammer or remove the support pile for replacement. 5. The height (level) of the support pile above the ground, whether it is driven by hammering the support pile or into the insertion hole
Is difficult to align. 6. When the support pile is hammered in with a hammer, the support pile may rise and fall due to aging, and the height of the trough supported by the support pile will be uneven in the longitudinal direction, and will be laid in the trough. Optical fiber cables and general communication cables are sometimes damaged. 7. When hitting and hitting the head of the support stake, the support was sometimes unstable due to the chipping or cracking of the head. 8. Concrete supporting piles are heavy,
Handling on site is difficult.

【0004】[0004]

【課題を解決するための手段】本発明の目的は差込みが
容易で、作業員の労力負担が大幅に軽減し、作業効率が
良く作業時間が大幅に短縮され、モルタルや補強材等を
用いなくても安定し、支持杭の頭が損傷せず、打直しや
交換も容易で、トラフ支持台を取付け易く、打ち込み後
に支持杭が殆ど浮き沈みせず、ケーブルが損傷しにく
く、軽量でもあるトラフ支持杭と、それを使用したトラ
フ支持構造を提供することにある。
DISCLOSURE OF THE INVENTION The object of the present invention is to make it easy to insert, to greatly reduce the labor burden of workers, to improve the working efficiency and to greatly reduce the working time, and to use mortar and reinforcing materials. Even though the head of the support pile is not damaged, it is easy to strike and replace, the trough support is easy to install, the support pile hardly rises and falls after driving, the cable is hardly damaged, and the trough support pile is lightweight. And to provide a trough support structure using the same.

【0005】本発明の請求項1記載のトラフ支持杭は、
先端部が先細りである金属パイプ製の杭本体1の外周の
長手方向下端寄りと上端寄りとに離して金属製のスクリ
ュー状の羽根2が設けられ、下端寄りの羽根2は杭本体
1の外周に斜めに連続して二巻きされ、上端寄りの羽根
2は杭本体1の外周に斜めに一巻きされ、杭本体1の上
端部に回転駆動具3を嵌合・離脱可能な嵌合部4が設け
られ、嵌合部4の外形は六角形であり、嵌合部4の内側
に受具15の底板17からボルトを螺子込んで受具15
に螺子止め可能な螺子穴6があるものである。
[0005] The trough support pile according to claim 1 of the present invention is characterized in that:
The outer periphery of the pile body 1 made of a metal pipe whose tip is tapered
Separate the metal screw near the lower end and the upper end in the longitudinal direction.
Wing-shaped blade 2 is provided, and the blade 2 near the lower end is a pile main body.
Two wraps are continuously wound diagonally on the outer circumference of 1 and the blades near the upper end
2 is wound diagonally around the outer periphery of the pile body 1 and
At the end, there is provided a fitting portion 4 to which the rotary driving tool 3 can be fitted and detached.
The outer shape of the fitting portion 4 is hexagonal,
A bolt is screwed from the bottom plate 17 of the receiving member 15 into the receiving member 15.
Has a screw hole 6 that can be screwed.

【0006】本発明の請求項2記載のトラフ支持構造
は、請求項1記載のトラフ支持杭7を回転させて地中に
差込み、間隔をあけて差込まれたトラフ支持杭7の嵌合
部4に、底板17の両側方に側板18を立設した上向き
コ字状の受具15の底板17の止め孔20を被せ、底板
17の止め孔20から嵌合部4のねじ穴6にボルトをね
じ込んで受具15をトラフ支持杭7に取付け、間隔をあ
けて地中に差込まれた二以上の受具15の上にアングル
16をのせ、アングル16を受具15の両側板18の各
々にボルト23とナット24により固定し、アングル1
6の上に廃棄プラスチック製のトラフ8を配置して、廃
棄プラスチック製のトラフ8をアングル16の上に敷設
したものである。
A trough support according to claim 2 of the present invention.Construction
Is2. Rotating the trough support pile 7 according to claim 1 into the ground
Insertion, fitting of trough support pile 7 inserted at intervals
In the part 4, the side plate 18 is set up on both sides of the bottom plate 17
Cover the bottom plate 17 of the U-shaped receiver 15 with the stopper hole 20 and
17 from the stop hole 20 to the screw hole 6 of the fitting portion 4.
And attach the receiver 15 to the trough support pile 7
Angle on two or more receivers 15 inserted underground
16 on each side plate 18 of the holder 15
Fix each with bolts 23 and nuts 24, angle 1
Place a waste plastic trough 8 on top of
Laying plastic waste trough 8 on angle 16
It was done.

【0010】[0010]

【発明の実施の形態】(トラフ支持杭の実施形態) 本発明のトラフ支持杭の実施形態を図1〜図3に基づい
て詳細に説明する。図1に示すトラフ支持杭7は金属製
のパイプを使用した杭本体1の外周の、下端寄りと上端
寄りとに離して羽根2が取付けられている。これらの羽
根2も金属によりスクリュー状に形成されており、夫々
の羽根2の周方向に均等間隔で離れた四ケ所の溶接点1
0(図3)で杭本体1の外周面に溶接されている。この
場合、各々の羽根2の周方向全周を溶接することもでき
るが、通常は一ケ所の溶接点10で約1トンの強度があ
るため、四ケ所の溶接で約4トンの強度となり、トラフ
の支持に十分な強度が得られる。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS (Embodiment of Trough Support Pile) An embodiment of a trough support pile of the present invention will be described in detail with reference to FIGS. In the trough support pile 7 shown in FIG. 1, the blades 2 are attached to the outer periphery of the pile main body 1 using a metal pipe at positions closer to the lower end and the upper end. These blades 2 are also formed in a screw shape from metal, and four welding points 1 are equally spaced in the circumferential direction of each blade 2.
0 (FIG. 3) is welded to the outer peripheral surface of the pile body 1. In this case, it is possible to weld the entire circumference of each blade 2 in the circumferential direction. However, since there is usually a strength of about 1 ton at one welding point 10, the strength of about 4 tons is obtained by welding at four places. Sufficient strength is obtained to support the trough.

【0011】杭本体1の上端部には嵌合部4が形成され
ている。この嵌合部4は杭本体1の孔11内に縦長の六
角ナットを差込んで溶接して形成されている。この嵌合
部4の外周には六角ボックスレンチ12(図4)を被せ
ることができ、被せた六角ボックスレンチ12の内孔1
3に回転駆動具(例えば、交流式インパクトドライバ
ー)3を差込んで嵌合・離脱可能であり、この嵌合時に
回転駆動具3を回転させることにより杭本体1を回転さ
せることができるようにしてある。また、嵌合部4に使
用した六角ナットの内側螺子孔はトラフ支持台5を螺子
止めして取付けるための取付け部6としてある。杭本体
1の先端部14は先細りの円錐形にして地面に差込み易
くしてある。円錐形の角度は60度前後が適するが、別
の角度とすることもできる。
A fitting portion 4 is formed at the upper end of the pile main body 1. The fitting portion 4 is formed by inserting a vertically long hexagonal nut into the hole 11 of the pile body 1 and welding. A hexagonal box wrench 12 (FIG. 4) can be put on the outer periphery of the fitting portion 4.
3 can be fitted / removed by inserting a rotary driving tool (for example, an AC impact driver) 3 into it. By rotating the rotary driving tool 3 at the time of this fitting, the pile main body 1 can be rotated. It is. The inside screw hole of the hexagon nut used for the fitting portion 4 serves as a mounting portion 6 for screwing and mounting the trough support 5. The tip portion 14 of the pile main body 1 has a tapered conical shape so that it can be easily inserted into the ground. A suitable angle for the cone is around 60 degrees, but other angles are also possible.

【0012】杭本体1の上端寄りの羽根2は杭本体1の
外周を斜めに一周する一巻きの羽根であり、下端寄りの
羽根2は杭本体1の外周を斜めに連続して二周する二巻
きの羽根である。下端寄りと上端寄りの羽根2の巻き
は、下端寄りの羽根2の巻き数上端寄りの羽根2の巻
き数よりも多くするとトラフ支持杭7が地中に差込み易
くなり、差込み後の安定性も向上する。
The blade 2 near the upper end of the pile main body 1 is a single-turn blade that goes around the outer circumference of the pile main body 1 obliquely, and the blade 2 near the lower end goes around the outer circumference of the pile main body 1 obliquely two times. Ru wings der of two turns around. Turns the blades 2 below end-sided and the upper end nearer
Upon more than the number of turns in the blades 2 of the upper end toward the winding number of the blades 2 of the lower end closer easily inserted trough the supporting piles 7 into the ground, it improved stability after insertion.

【0013】トラフ支持杭7の全長A(図3)は100
0mm、1300mm、1500mmといったように用
途に合わせて選択することができる。トラフ支持杭7の
上端部から上側の羽根2の上部までの長さBは400m
m(Aが1000mmの場合)、500mm(Aが13
00mm、1500mmの場合)、下側の羽根2の下端
部から杭本体1の下端部14までの長さCは60mmと
することができる。嵌合部4の突出長Dは20mm、羽
根2の肉厚E及び杭本体1の肉厚Fは共に2.3mm、
杭本体1の直径φは27.2mm、夫々の羽根2の間隔
Gは30mm、羽根2の直径Hは100mmとすること
ができる。尚、これらA〜H及びφの寸法はあくまでも
一例を示したものであり別の寸法とすることもできる。
The total length A of the trough support pile 7 (FIG. 3) is 100
It can be selected according to the application such as 0 mm, 1300 mm, 1500 mm, and the like. The length B from the upper end of the trough support pile 7 to the upper part of the upper blade 2 is 400 m.
m (when A is 1000 mm), 500 mm (when A is 13 mm)
00 mm, 1500 mm), the length C from the lower end of the lower blade 2 to the lower end 14 of the pile body 1 can be 60 mm. The protrusion length D of the fitting portion 4 is 20 mm, the thickness E of the blade 2 and the thickness F of the pile body 1 are both 2.3 mm,
The diameter φ of the pile main body 1 can be 27.2 mm, the interval G between the respective blades 2 can be 30 mm, and the diameter H of the blades 2 can be 100 mm. Note that these dimensions A to H and φ are merely examples, and may be different.

【0014】杭本体1も、羽根2も材質は金属が適して
おり、長期間に亙って地中に埋設される性質上、錆びな
いものが望ましい。例えば、STKM製とし、それに溶
融亜鉛メッキを施したものとすることができる。他にも
錆びにくいステンレスを使用することも考えられる。
The pile body 1 and the blades 2 are both made of metal, and are preferably not rusted because they are buried in the ground for a long period of time. For example, it may be made of STKM and subjected to hot-dip galvanizing. It is also conceivable to use rust-resistant stainless steel.

【0015】(トラフ支持構造の実施形態) 本発明のトラフ支持構造の実施形態の一例を図1に基づ
いて詳細に説明する。この支持構造は2本以上の前記ト
ラフ支持杭7を間隔をあけて地中に差込み、夫々のトラ
フ支持杭7の嵌合部4にトラフ支持台5を架設してあ
る。
(Embodiment of Trough Support Structure) An example of an embodiment of a trough support structure of the present invention will be described in detail with reference to FIG. In this support structure, two or more trough support piles 7 are inserted into the ground at an interval, and a trough support 5 is erected on the fitting portion 4 of each trough support pile 7.

【0016】トラフ支持台5はトラフ支持杭7の嵌合部
4に取付けた受具15と、受具15に取付けたアングル
16とからなる。受具15は底板17の両側方に側板1
8を立設して上向きコ字状に形成されており、夫々の側
板18に2つの孔19が横に並べて開口されている。こ
の受具15は底板17に開口された止め孔20をトラフ
支持杭7の嵌合部4に被せて杭本体1の上端面21にの
せ、その状態で底板17の上方から嵌合部4の取付け部
(螺子孔)6に皿ボルト22をねじ込んで杭本体1に底
板17を固定してある。このとき、皿ボルト22の頭が
受具15の底面よりも上に突出しないようにしてある。
The trough support 5 comprises a receiving member 15 attached to the fitting portion 4 of the trough supporting pile 7 and an angle 16 attached to the receiving member 15. The holder 15 is provided on both sides of the bottom plate 17 with the side plates 1.
8 are formed in an upward U-shape, and two holes 19 are opened in each side plate 18 side by side. The receiving member 15 covers the fitting hole 4 of the trough support pile 7 with the stopper hole 20 opened in the bottom plate 17 and places it on the upper end surface 21 of the pile main body 1. The bottom plate 17 is fixed to the pile main body 1 by screwing a countersunk bolt 22 into the mounting portion (screw hole) 6. At this time, the head of the countersunk bolt 22 is prevented from protruding above the bottom surface of the receiving member 15.

【0017】アングル16は図1に示すように端面形状
がL字状の長尺材であり、その長手方向端部を受具15
の両側板18の夫々にボルト23とナット24で取付け
てある。これら2本の平行なアングル16間にトラフ8
を配置してのせる。この場合、ボルト23の頭25をア
ングル16の内側にしてナット24をアングル16の外
側から止めて、アングル16の内側にボルト23の頭2
5が突出するようにして、アングル16の内側にトラフ
8を配置し易くすると共に、配置されたトラフ8が安定
するようにしてある。
As shown in FIG. 1, the angle 16 is an elongate member having an L-shaped end face, and its longitudinal end is received by the receiving member 15.
Are attached to each side plate 18 with bolts 23 and nuts 24. Trough 8 between these two parallel angles 16
Place and place. In this case, the head 25 of the bolt 23 is set inside the angle 16 and the nut 24 is stopped from the outside of the angle 16, and the head 2 of the bolt 23 is set inside the angle 16.
The projections 5 protrude so that the troughs 8 can be easily arranged inside the angle 16, and the arranged troughs 8 are stabilized.

【0018】[0018]

【0019】(トラフの敷設方法の説明) 本発明のトラフ支持杭を用いてトラフを線路側方に敷設
するには、例えば次のようにして行う。 (1)図4に示すようにトラフ支持杭7の嵌合部4の外
側に六角ボックスレンチ12を嵌める。 (2)六角ボックスレンチ12の内孔13に回転駆動具
(例えばインパクトドライバー)3の先端部26を差込
む。 (3)回転駆動具3の電源をONにしてトラフ支持杭7
を図4の矢印X方向に回転させて地中(破線の矢印Y方
向)に差込む。このとき羽根2が回転して地盤を切り込
みながら地中に差し込まれる。差込んだトラフ支持杭7
の上端の嵌合部4は地上に突出させておく。差込み終了
後は2枚の羽根2が地盤に食い込むためトラフ支持杭7
の浮き沈みがない。 (4)前記(1)〜(3)の手順に従って線路側方に複
数本のトラフ支持杭7を地中に差込む。 (5)図5に示す様に地上に突出した嵌合部4に受具1
5の底板17の止め孔20を被せて、底板17を杭本体
1の上端面にのせる。 (6)底板17の止め孔20から嵌合部4に皿ボルト2
2をねじ込んで受具15をトラフ支持杭7に取付ける。 (7)受具15にアングル16を取付けてトラフ支持台
5を形成する。 (8)トラフ支持台5の上にトラフ8を配置して敷設す
る。
(Explanation of Trough Laying Method) The trough is laid on the side of the track using the trough support pile of the present invention, for example, as follows. (1) As shown in FIG. 4, a hexagonal box wrench 12 is fitted to the outside of the fitting portion 4 of the trough support pile 7. (2) Insert the tip 26 of the rotary driving tool (for example, impact driver) 3 into the inner hole 13 of the hexagonal box wrench 12. (3) Turn on the power of the rotary driving tool 3 to set the trough support pile 7
Is rotated in the direction of the arrow X in FIG. 4 and inserted into the ground (the direction of the dashed arrow Y). At this time, the blades 2 rotate and are inserted into the ground while cutting the ground. Trough support pile 7 inserted
The upper end of the fitting portion 4 is projected above the ground. After the insertion, the two blades 2 cut into the ground,
No ups and downs. (4) According to the procedures (1) to (3), a plurality of trough support piles 7 are inserted into the ground on the side of the track. (5) As shown in FIG.
The bottom plate 17 is placed on the upper end surface of the pile body 1 by covering the stopper hole 20 of the bottom plate 17 of FIG. (6) The countersunk bolt 2 is inserted into the fitting portion 4 from the stop hole 20 of the bottom plate 17.
2 is screwed to attach the receiving member 15 to the trough support pile 7. (7) The angle 16 is attached to the receiving member 15 to form the trough support 5. (8) The trough 8 is arranged and laid on the trough support 5.

【0020】前記(1)〜(8)の手順に従ってトラフ
8を敷設し終えてから、図5、図6のようにトラフ8内
に光ファイバケーブル、一般信号用ケーブル等のケーブ
ル27を収容して配線する。前記トラフ8は廃棄プラス
チックを材料としたものである。図示したトラフ8はト
ラフ本体28とそれに被せる蓋29とから構成され、ト
ラフ本体28の両側壁30の前後端面31は長手方向一
方に傾斜させて、長手方向に連結されたトラフ本体28
が上下に位置ずれしないようにしてあり、また、前後端
面31の一方に係止突起32を、他方に他のトラフ8の
係止突起32を差込み可能な差込み切欠き33を設け
て、トラフ8を連結するときに位置合わせし易くしてあ
る。蓋29の上面全域に滑り止め用の突子34が多数突
設されている。
After the trough 8 has been laid according to the above-mentioned procedures (1) to (8), cables 27 such as an optical fiber cable and a general signal cable are accommodated in the trough 8 as shown in FIGS. Wiring. The trough 8 is obtained by the discarded plastics and materials. The illustrated trough 8 includes a trough main body 28 and a lid 29 that covers the trough main body 28. The front and rear end surfaces 31 of both side walls 30 of the trough main body 28 are inclined in one longitudinal direction to connect the trough main body 28 in the longitudinal direction.
Are not displaced up and down, and a locking notch 33 is provided on one of the front and rear end surfaces 31 and a notch 33 on which the locking protrusion 32 of the other trough 8 can be inserted. When connecting, it is easy to align. A large number of anti-slip projections 34 are provided on the entire upper surface of the lid 29.

【0021】[0021]

【発明の効果】本発明のトラフ支持杭は次のような効果
がある。 1.嵌合部に嵌合した回転駆動体によりトラフ支持杭を
回転させて、トラフ支持杭を地中に容易に差込むことが
できるため、作業者の労力負担が大幅に軽減され、作業
性及び作業能率が向上し、トラフ支持杭差込み作業がス
ピーディーとなり、大幅な人員削減が可能となり、大幅
なコストダウンも可能となる。 2.穴を掘ったり、埋戻したりしなくても所定位置に所
定の深さだけ差込むことができるので作業が容易にな
り、段差のある場所でも差込み易く、しかもトラフ支持
杭の高さ(水平レベル)を出し易い。 3.差込み時にトラフ支持杭の頭を叩く必要がないた
め、頭が欠けたり、割れたり、ひびが入ったり、といっ
た損傷もしない。 4.本体の外周に長手方向に沿ってスクリュー状の羽根
を設けたので、回転駆動体によりトラフ支持杭を回転さ
せると羽根も回転し、トラフ支持杭が地中に容易に差込
まれる。羽根が地盤に食い込むため、モルタルや補強材
等を用いなくても安定し、差込まれたトラフ支持杭が地
面から浮き上がったり地中に沈み込んだりしにくくな
る。このためトラフ支持台の水平レベルが一定に保持さ
れ、トラフが長手方向に傾いたり凸凹したりすることが
なく、トラフ内に敷設されたケーブルが損傷しにくくな
る。 5.回転駆動体を逆回転させるとトラフ支持杭が逆回転
して抜けるため、トラフ支持杭の打直しや交換も容易に
なる。 6.杭本体の上端の嵌合部にトラフ支持台を取付けるた
めの取付け部があるため、トラフ支持台の取付けが容易
になる。 7.杭本体を金属製のパイプ状としてあるため、コンク
リート製のものに比して軽量化され、トラックでの運搬
や現場での取扱が容易になる。 8.羽根を杭本体の長手方向下端寄りと上端寄りとに離
して設けてあるので、羽根の枚数が少なくなるため弱い
力で地中へ差込むことができ、しかも、トラフ支持杭の
上下部が地中に食い込むので食い込み後のトラフ支持杭
の安定性も確保される。また、羽根の枚数が少ない分だ
け杭本体への取付けが容易になり、コストが低減する。
The trough support pile of the present invention has the following effects. 1. The trough support pile is rotated by the rotary driving body fitted to the fitting portion, and the trough support pile can be easily inserted into the ground, so that the labor burden of the operator is greatly reduced, and the workability and work efficiency are reduced. Efficiency is improved, the work of inserting the trough support piles is speedy, the number of personnel can be significantly reduced, and the cost can be significantly reduced. 2. The work can be done easily without having to dig a hole or back-fill it into a predetermined position at a predetermined depth, making it easy to insert even in places with steps. In addition, the height of the trough support pile (horizontal level) ) 3. There is no need to hit the head of the trough support pile at the time of insertion, so there is no damage such as chipping, cracking or cracking of the head. 4. Since the screw-shaped blade is provided on the outer periphery of the main body along the longitudinal direction, when the trough support pile is rotated by the rotary driving body, the blade also rotates, and the trough support pile is easily inserted into the ground. Since the blades cut into the ground, they are stable without using mortar or reinforcing material, and the inserted trough support pile is unlikely to rise from the ground or sink into the ground. For this reason, the horizontal level of the trough support is kept constant, the trough does not tilt or become uneven in the longitudinal direction, and the cables laid in the trough are less likely to be damaged. 5. When the rotary driving body is reversely rotated, the trough support pile is reversely rotated and pulled out, so that the trough support pile can be easily re-hit or replaced. 6. Since the mounting portion for mounting the trough support is provided at the fitting portion at the upper end of the pile main body, the mounting of the trough support is facilitated. 7. Since the pile body are a metal pipe-shaped, are lighter than those made of concrete, become easy to handle in transport and on-site at the track. 8. Since the blades are provided separately at the lower end and the upper end in the longitudinal direction of the pile main body, the number of blades is reduced, so that the blades can be inserted into the ground with weak force. Since it penetrates inside, the stability of the trough support pile after the penetration is also ensured. In addition, the smaller the number of blades, the easier the mounting to the pile main body, and the lower the cost.

【0023】本発明のトラフ支持構造は、間隔をあけて
地中に差込んだ2本以上のトラフ支持杭にトラフ支持台
を取付け、そのトラフ支持台にトラフを設置したのでト
ラフが安定し、水平レベルも確保され、ケーブルが損傷
しにくくなる。また、トラフ支持杭の嵌合部を、底板の
両側方に側板を立設した上向きコ字状の受具の前記底板
の止め孔に差込み、底板の内側から嵌合部のねじ穴にボ
ルトをねじ込んで受具をトラフ支持杭に取付けるので、
受具の取り付けが容易になる。
According to the trough support structure of the present invention, a trough support is attached to two or more trough support piles which are inserted into the ground at intervals, and the trough is installed on the trough support, so that the trough is stable. The horizontal level is secured, and the cable is less likely to be damaged. Also, the fitting part of the trough support pile is
The bottom plate of an upward U-shaped receiver having side plates standing on both sides
Into the screw hole of the fitting part from the inside of the bottom plate.
Screw the bolt to attach the catch to the trough support pile,
Mounting of the receiving device is facilitated.

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

【図1】本発明のトラフ支持杭及びトラフ支持構造の一
例を示す斜視図。
FIG. 1 is a perspective view showing an example of a trough support pile and a trough support structure of the present invention.

【図2】本発明のトラフ支持杭の斜視図。FIG. 2 is a perspective view of a trough support pile according to the present invention.

【図3】(a)は本発明のトラフ支持杭の側面図、
(b)は(a)の上面図。
FIG. 3 (a) is a side view of the trough support pile of the present invention,
(B) is a top view of (a).

【図4】本発明のトラフ支持杭の地中への差込み方法を
示す斜視図。
FIG. 4 is a perspective view showing a method of inserting a trough support pile into the ground according to the present invention.

【図5】本発明のトラフ支持杭を用いたトラフの敷設方
法の一例を示す断面図。
FIG. 5 is a sectional view showing an example of a method for laying a trough using the trough support pile of the present invention.

【図6】図5の方法により線路脇にトラフを敷設した状
態を示す斜視図。
FIG. 6 is a perspective view showing a state where a trough is laid on the side of the track by the method of FIG. 5;

【符号の説明】[Explanation of symbols]

1 杭本体 2 羽根 3 回転駆動具 4 嵌合部 5 トラフ支持台 6 取付け部 7 トラフ支持杭 8 トラフ DESCRIPTION OF SYMBOLS 1 Pile main body 2 Blade 3 Rotation drive 4 Fitting part 5 Trough support base 6 Mounting part 7 Trough support pile 8 Trough

フロントページの続き (58)調査した分野(Int.Cl.7,DB名) H02G 9/04 H02G 9/00 Continuation of the front page (58) Field surveyed (Int.Cl. 7 , DB name) H02G 9/04 H02G 9/00

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】先端部が先細りである金属パイプ製の杭本
体(1)の外周の長手方向下端寄りと上端寄りとに離し
て金属製のスクリュー状の羽根(2)が設けられ、下端
寄りの羽根(2)は杭本体(1)の外周に斜めに連続し
て二巻きされ、上端寄りの羽根(2)は杭本体(1)の
外周に斜めに一巻きされ、杭本体(1)の上端部に回転
駆動具(3)を嵌合・離脱可能な嵌合部(4)が設けら
れ、嵌合部(4)の外形は六角形であり、嵌合部(4)
の内側に受具(15)の底板(17)からボルトを螺子
込んで受具(15)に螺子止め可能な螺子穴(6)があ
ることを特徴とするトラフ支持杭。
1. A pile made of a metal pipe having a tapered tip.
Separate the outer periphery of the body (1) toward the lower end and the upper end in the longitudinal direction.
The metal screw-shaped blade (2) is provided
The approaching blade (2) extends obliquely around the periphery of the pile body (1).
And the blade (2) near the upper end is
It is wound diagonally around the outer circumference and rotates on the upper end of the pile body (1)
Provided with a fitting part (4) capable of fitting / removing the driving tool (3)
The outer shape of the fitting part (4) is hexagonal, and the fitting part (4)
Screw the bolt from the bottom plate (17) of the holder (15) inside the
There is a screw hole (6) that can be screwed into the receiver (15).
A trough support pile, characterized in that:
【請求項2】請求項1記載のトラフ支持杭(7)を回転
させて地中に差込み、間隔をあけて差込まれたトラフ支
持杭(7)の嵌合部(4)に、底板(17)の両側方に
側板(18)を立設した上向きコ字状の受具(15)の
底板(17)の止め孔(20)を被せ、底板(17)の
止め孔(20)から嵌合部(4)のねじ穴(6)にボル
トをねじ込んで受具(15)をトラフ支持杭(7)に取
付け、間隔をあけて地中に差込まれた二以上の受具(1
5)の上にアングル(16)をのせ、アングル(16)
を受具(15)の両側板(18)の各々にボルト(2
3)とナット(24)により固定し、アングル(16)
の上に廃棄プラスチック製のトラフ(8)を配置して、
廃棄プラスチック製のトラフ(8)をアングル(16)
の上に敷設したことを特徴とするトラフ支持構造。
2. Rotation of the trough support pile (7) according to claim 1.
Trough support inserted into the ground at intervals
At the fitting part (4) of the holding pile (7), on both sides of the bottom plate (17)
An upward U-shaped support (15) having an upright side plate (18)
Cover the bottom plate (17) with the stop hole (20) and fit the bottom plate (17).
Insert the bolt from the stop hole (20) into the screw hole (6) of the fitting part (4).
Screw the support (15) into the trough support pile (7).
Two or more receivers (1
5) Place the angle (16) on the top and angle (16)
Bolts (2) on each of the side plates (18) of the holder (15).
3) Fix with nuts (24) and angle (16)
Place the waste plastic trough (8) on the
Angle (16) of waste plastic trough (8)
A trough support structure that is laid on top of a trough.
JP27217199A 1999-09-27 1999-09-27 Trough support pile and trough support structure Expired - Fee Related JP3323163B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP27217199A JP3323163B2 (en) 1999-09-27 1999-09-27 Trough support pile and trough support structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP27217199A JP3323163B2 (en) 1999-09-27 1999-09-27 Trough support pile and trough support structure

Publications (2)

Publication Number Publication Date
JP2001095137A JP2001095137A (en) 2001-04-06
JP3323163B2 true JP3323163B2 (en) 2002-09-09

Family

ID=17510073

Family Applications (1)

Application Number Title Priority Date Filing Date
JP27217199A Expired - Fee Related JP3323163B2 (en) 1999-09-27 1999-09-27 Trough support pile and trough support structure

Country Status (1)

Country Link
JP (1) JP3323163B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6757065B2 (en) * 2016-09-14 2020-09-16 日東コンクリート工業株式会社 Construction method of trough bridge and cable trough

Also Published As

Publication number Publication date
JP2001095137A (en) 2001-04-06

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