JPH0542326U - Connection of the screw anchor pile - Google Patents
Connection of the screw anchor pileInfo
- Publication number
- JPH0542326U JPH0542326U JP9204591U JP9204591U JPH0542326U JP H0542326 U JPH0542326 U JP H0542326U JP 9204591 U JP9204591 U JP 9204591U JP 9204591 U JP9204591 U JP 9204591U JP H0542326 U JPH0542326 U JP H0542326U
- Authority
- JP
- Japan
- Prior art keywords
- screw
- screw anchor
- pile
- connection
- blades
- 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
Links
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
(57)【要約】
【目的】スクリューアンカー杭の接続方法を改良して、
杭の転用できる回数を増加すること。
【構成】スクリューアンカー杭のスクリューアンカーと
トルクチューブ及びトルクチューブ相互間の接続はボル
ト及びナットによって行い、かつ接続部をスクリューの
形状とし、そのスクリューの羽根のピッチの位置をスク
リューアンカーの4枚のスクリューの羽根と同じピッチ
の位置とすること。
(57) [Summary] [Purpose] We improved the connection method of screw anchor piles,
Increase the number of times a pile can be diverted. [Structure] The screw anchor of the screw anchor pile and the torque tube and the torque tube are connected to each other with bolts and nuts, and the connecting portion is in the shape of a screw. Position it at the same pitch as the screw blades.
Description
【0001】[0001]
本考案は、スクリューアンカー杭の接続部に関するものである。 The present invention relates to a connecting portion of a screw anchor pile.
【0002】[0002]
従来鉄塔基礎用スクリューアンカー杭は恒久的な設備として考案され、撤去は 考慮されておらず、スクリューアンカーとトルクチューブ及びトルクチューブ相 互の接続はネジ接続または溶接による接続であった。 Conventionally, screw anchor piles for steel tower foundations were devised as permanent equipment, and removal was not considered, and screw anchors and torque tubes and torque tube connections were connected by screw connection or welding.
【0003】 仮工事に本スクリューアンカー杭を使用した場合、使用後に撤去が必要となる が、一度ねじ込んだ杭の引き抜き(撤去)はスクリューアンカー杭を打ち込む時 と反対に回転させることによって可能であるが、接続部はネジ接続で施工されて いる場合は逆回転によって杭が接続部から切り離され地中に残ってしまう。When this screw anchor pile is used for temporary construction, it is necessary to remove it after use, but it is possible to pull out (remove) the screwed pile once by rotating it in the opposite direction to when driving the screw anchor pile. However, if the connection part is constructed by screw connection, the pile will be separated from the connection part by reverse rotation and will remain in the ground.
【0004】 また、溶接接続の場合は、引き抜いた接続部を酸素切断して切り離す必要があ り切断によってトルクチューブまたはスクリューアンカーの長さが短くなり転用 回数に限界が生じる。また転用のための接続部の補修が各使用毎に必要となり、 転用に際しては補修費を前もって見込まなければならない。Further, in the case of welding connection, it is necessary to cut the extracted connection portion by cutting with oxygen, and the cutting shortens the length of the torque tube or the screw anchor, thus limiting the number of times of diversion. In addition, repair of the connection part for diversion is required for each use, and the diversion cost must be estimated in advance when diversion.
【0005】[0005]
スクリューアンカー杭の接続部がネジ接続で施工されている場合接続部以下の 杭が切り離され地中に残り、溶接接続の場合は切断して切り離すため杭の短尺化 及び接続部の補修が必要となる、など従来の接続部には改良すべき問題点が多い 。 When the connection part of the screw anchor pile is constructed by screw connection, the pile below the connection part is cut off and remains in the ground, and in the case of welding connection, it is necessary to shorten the pile and repair the connection part because it is cut and cut off. There are many problems to be solved in the conventional connection part.
【0006】 本考案の目的はスクリューアンカー杭の接続部を改良して、杭の転用できる回 数を増加することにある。An object of the present invention is to improve the connection portion of a screw anchor pile and increase the number of times the pile can be diverted.
【0007】[0007]
上記課題はスクリューアンカー杭のスクリューアンカーとトルクチューブ及び トルクチューブ相互の接続を行うに際し、接続をボルト及びナットによって行う とともに、接続部の形状をスクリュー状とすることを、及び当該接続部のスクリ ューの羽根のピッチの位置をスクリューアンカーの4枚のスクリューの羽根と同 じピッチの位置とし、スクリューアンカーねじ込み時は総てのスクリューの羽根 が同軌跡上に回転するような形状とすることによって達成できる。 The above problem is that when connecting the screw anchor of the screw anchor pile and the torque tube and the torque tube to each other, the connection is made with bolts and nuts, and the shape of the connection part is screw-shaped, and the screw of the connection part is screwed. This is achieved by setting the pitch of the blades of the same pitch as the blades of the four screws of the screw anchor, and making all the blades of the screw rotate on the same locus when screwing the screw anchor. it can.
【0008】 ここで、スクリューアンカーとは先行して打ち込まれる杭の部分をいう。Here, the screw anchor refers to a portion of the pile that is driven in advance.
【0009】 本考案の要点は、スクリューアンカー杭の接続部の接続がボルト及びナットに よって行うこと、及び接続部のスクリューの形状をスクリューアンカーの4枚の スクリューの羽根と同じピッチの位置とすることにある。The gist of the present invention is that the connection portion of the screw anchor pile is connected by bolts and nuts, and the shape of the screw of the connection portion is at the same pitch position as the blades of the four screws of the screw anchor. Especially.
【0010】 本考案の上記改良によって、スクリューアンカー杭の撤去作業が改善され、杭 の転用できる回数を増加する。The above-mentioned improvement of the present invention improves the work of removing the screw anchor pile and increases the number of times the pile can be diverted.
【0011】[0011]
図1に本考案のスクリューアンカー杭の斜視図を示す。図1において、スクリ ューアンカー杭はスクリューアンカー(先行杭)1とトルクチューブ2を接続し て構成されている。 FIG. 1 shows a perspective view of the screw anchor pile of the present invention. In Fig. 1, the screw anchor pile is configured by connecting a screw anchor (preceding pile) 1 and a torque tube 2.
【0012】 スクリューアンカー1とトルクチューブ2を接続する方法は、スクリューアン カー1を先行して打ち込んだ後その上部とトルクチューブ2をスクリュー羽根付 きのフランジ3及び4にてボルト5とナット6を使用して接続する。第1トルク チューブと第2トルクチューブとの接続も同様にして接続する。The method of connecting the screw anchor 1 and the torque tube 2 is as follows. After the screw anchor 1 is driven in advance, the upper portion of the screw anchor 1 and the torque tube 2 are attached to the bolts 5 and nuts 6 by the flanges 3 and 4 with screw blades. Use to connect. The first torque tube and the second torque tube are connected in the same manner.
【0013】 また、接続用のボルト及びナットは、ねじ込み時にボルト及びナットが受ける 土中での抵抗を考慮し、フランジ内に埋め込む形状とする。Further, the bolts and nuts for connection have a shape to be embedded in the flange in consideration of the resistance of the bolts and nuts in the soil when they are screwed.
【0014】 図1においてPはスクリューアンカー1の羽根のピッチであり、総てのスクリ ュー羽根の間隔はPの整数倍(P×N)になっている。In FIG. 1, P is the pitch of the blades of the screw anchor 1, and the interval between all the screw blades is an integral multiple of P (P × N).
【0015】 接続部に羽根を設けることによって、杭が受ける引き上げ力に対する抵抗を増 加する役割も期待できる。By providing the blades at the connection portion, it can be expected that the pile also has a role of increasing resistance to the pulling force received by the pile.
【0016】[0016]
本考案の接続部によって、スクリューアンカーなどの部品間の接続が容易と なる。スクリューアンカー杭の転用回数が増え、使用毎の補修が不要となる。 溶接機及び酸素溶断のための設備が不要である。スクリュー羽根を設けるこ とによって、杭が受ける引き上げ力に対する抵抗を増加するなどの効果が生じる 。 The connection part of the present invention facilitates connection between parts such as screw anchors. The number of times the screw anchor pile is diverted increases, and repairs after each use become unnecessary. No welding machine or equipment for fusing oxygen is required. The provision of screw blades has the effect of increasing the resistance to the pulling force that the pile receives.
【図1】本考案のスクリューアンカー杭の斜視図を示
す。FIG. 1 is a perspective view of a screw anchor pile according to the present invention.
1 スクリューアンカー(先行杭) 2 トルクチューブ(鋼管) 3 スクリュー羽根付きフランジ(上部) 4 スクリュー羽根付きフランジ(下部) 5 接続用ボルト 6 接続用ナット 7 羽根のピッチ(P) 1 Screw anchor (preceding pile) 2 Torque tube (steel pipe) 3 Flange with screw blade (upper) 4 Flange with screw blade (lower) 5 Connection bolt 6 Connection nut 7 Blade pitch (P)
Claims (2)
ーとトルクチューブ及びトルクチューブ相互の接続をボ
ルト及びナットによって行うとともに接続部をスクリュ
ー形状にすることを特徴とするスクリューアンカー杭の
接続部。1. A connecting portion of a screw anchor pile, characterized in that a screw anchor of a screw anchor pile and a torque tube and a torque tube are connected to each other by a bolt and a nut, and the connecting portion has a screw shape.
ーの羽根のピッチの位置をスクリューアンカーの4枚の
スクリューの羽根と同じピッチの位置とし、スクリュー
アンカーねじ込み時は総てのスクリューの羽根が同軌跡
上に回転するようにしたことを特徴とするスクリューア
ンカー杭の接続部。2. The pitch position of the blades of the screw at the connection portion of the screw anchor pile is set to the same pitch position as the blades of the four screws of the screw anchor, and all the blades of the screw have the same locus when the screw anchor is screwed in. The connection part of the screw anchor pile, which is characterized by rotating upwards.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9204591U JPH0542326U (en) | 1991-11-11 | 1991-11-11 | Connection of the screw anchor pile |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9204591U JPH0542326U (en) | 1991-11-11 | 1991-11-11 | Connection of the screw anchor pile |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH0542326U true JPH0542326U (en) | 1993-06-08 |
Family
ID=14043552
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP9204591U Pending JPH0542326U (en) | 1991-11-11 | 1991-11-11 | Connection of the screw anchor pile |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0542326U (en) |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2002161532A (en) * | 2000-11-24 | 2002-06-04 | Daiwa House Ind Co Ltd | Joint structure for upper and lower joints |
JP2007077803A (en) * | 2006-12-26 | 2007-03-29 | Jfe Steel Kk | Screwing-in type steel pipe pile |
JP2009091807A (en) * | 2007-10-09 | 2009-04-30 | Kurimoto Ltd | Rotary penetration pile |
JP2011069072A (en) * | 2009-09-24 | 2011-04-07 | Ohbayashi Corp | Structure and method for coupling steel pipes for steel pipe pile |
KR101276505B1 (en) * | 2012-01-13 | 2013-06-18 | 김재형 | Rotating basic pile |
EP2572045A4 (en) * | 2010-05-21 | 2017-04-19 | Michael Arthur Keith Baker | Anchors |
JP2023010569A (en) * | 2021-07-08 | 2023-01-20 | 雅浩 菅野 | Steel pipe pile bit |
-
1991
- 1991-11-11 JP JP9204591U patent/JPH0542326U/en active Pending
Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2002161532A (en) * | 2000-11-24 | 2002-06-04 | Daiwa House Ind Co Ltd | Joint structure for upper and lower joints |
JP4511015B2 (en) * | 2000-11-24 | 2010-07-28 | 大和ハウス工業株式会社 | Joint structure of upper and lower piles |
JP2007077803A (en) * | 2006-12-26 | 2007-03-29 | Jfe Steel Kk | Screwing-in type steel pipe pile |
JP4498348B2 (en) * | 2006-12-26 | 2010-07-07 | Jfeスチール株式会社 | Screwed steel pipe pile |
JP2009091807A (en) * | 2007-10-09 | 2009-04-30 | Kurimoto Ltd | Rotary penetration pile |
JP2011069072A (en) * | 2009-09-24 | 2011-04-07 | Ohbayashi Corp | Structure and method for coupling steel pipes for steel pipe pile |
EP2572045A4 (en) * | 2010-05-21 | 2017-04-19 | Michael Arthur Keith Baker | Anchors |
AU2017201448B2 (en) * | 2010-05-21 | 2019-04-11 | Baker, Donna MS | Anchors |
KR101276505B1 (en) * | 2012-01-13 | 2013-06-18 | 김재형 | Rotating basic pile |
JP2023010569A (en) * | 2021-07-08 | 2023-01-20 | 雅浩 菅野 | Steel pipe pile bit |
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