JP2001323460A - Pile - Google Patents

Pile

Info

Publication number
JP2001323460A
JP2001323460A JP2000183719A JP2000183719A JP2001323460A JP 2001323460 A JP2001323460 A JP 2001323460A JP 2000183719 A JP2000183719 A JP 2000183719A JP 2000183719 A JP2000183719 A JP 2000183719A JP 2001323460 A JP2001323460 A JP 2001323460A
Authority
JP
Japan
Prior art keywords
pile
flat steel
twisted
twisted flat
ground
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP2000183719A
Other languages
Japanese (ja)
Inventor
Tsuneo Goto
常郎 後藤
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP2000183719A priority Critical patent/JP2001323460A/en
Publication of JP2001323460A publication Critical patent/JP2001323460A/en
Pending legal-status Critical Current

Links

Landscapes

  • Piles And Underground Anchors (AREA)

Abstract

PROBLEM TO BE SOLVED: To improve conventional laborious and time-consuming pile driving operations. SOLUTION: Twisted flat steel obtained by twisting flat steel is used in place of a conventional pile. Because the pile using the twisted flat steel can be placed upright by simply driving into the ground, it needs less labor and is quicker to install.

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、平鋼を捩じり、ね
じり平鋼の形状にした杭に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a pile formed by twisting a flat steel into a shape of a twisted flat steel.

【0002】[0002]

【従来の技術】従来の杭は、図1(ロ)に示す如く、木
の丸太の先を尖られせ、これを地面に打ち込んだ物であ
る。
2. Description of the Related Art As shown in FIG. 1 (b), a conventional pile is made by sharpening the tip of a wooden log and driving it into the ground.

【0003】[0003]

【発明が解決しようとする課題】従来の杭は、長い杭を
手作業で真っ直ぐに打ち込むのは容易でなく、労力が要
り時間がかかる仕事である。そこで本発明ではこれを、
労力が要らず時間もかからないようにするものである。
In the conventional pile, it is not easy to drive a long pile straight by hand, and it is labor-intensive and time-consuming. Therefore, in the present invention,
It should not take much effort and time.

【0004】[0004]

【課題を解決するための手段】そこで本発明は、従来の
杭の代わりに、平鋼を捩ったねじり平鋼を使う事にし
た。このねじり平鋼の杭は、図1(イ)に示す如く、両
端を適当な長さに切断し、片方の先を少し尖らせた物
で、頭を叩くだけで、簡単に地面に捩じ込む事が出来る
ので、労力が要らず時間もかからない。
Therefore, in the present invention, a twisted flat steel obtained by twisting a flat steel is used in place of the conventional pile. As shown in Fig. 1 (a), this twisted flat steel pile can be easily screwed to the ground simply by hitting the head with a material that has both ends cut to an appropriate length and one end sharpened slightly. It takes less effort and takes less time.

【0005】次にこのねじり平鋼の杭を地面に捩じ込ん
だけでは、その上に何も取り付けられない。そこで図2
に示す如く、ねじり平鋼(1)の端に、ボルト(2)又
は長いナット(3)を溶接して取り付ける事にした。こ
うすると杭にいろんな物が取り付けられて、用途が拡が
る。
[0005] Next, simply screwing the twisted flat steel pile into the ground makes it impossible to mount anything on it. So Figure 2
As shown in (1), a bolt (2) or a long nut (3) was welded to the end of the twisted flat steel (1). In this way, various things are attached to the pile, and the use is expanded.

【0006】尚このねじり平鋼は本出願人が、先に長い
平鋼を同じピッチで真っ直ぐに捩じれる方法と機械を開
発し、既に特願平10−272512により特許出願済
みである。
The applicant has developed a method and a machine for twisting a long flat bar straight at the same pitch, and has already filed a patent application with Japanese Patent Application No. 10-272512.

【0007】[0007]

【作用】ここで従来の杭とねじり平鋼杭の性能を比較す
る。先ず地面に打ち込んだ従来の杭を引き抜く場合は、
杭の周面と土の摩擦力しか作用していないので、ある程
度の力で抜けてくる。これに対して、地面に捩じ込んだ
ねじり平鋼杭を引き抜く場合は、螺旋状の平鋼がコルク
の栓抜きのように、地面に捩じ込まれているので、ねじ
り平鋼が回らなければ、地面が割れない限り抜けてこな
い。同様な事が押込む時にも言えるので、杭を引抜く力
と押込む力は、ねじり平鋼杭の方が従来の杭より遥かに
大きいと言える。
[Operation] Here, the performance of the conventional pile and the twisted flat steel pile are compared. First, when pulling out a conventional pile that has been driven into the ground,
Since only the frictional force between the periphery of the pile and the soil acts, it comes out with some force. On the other hand, when pulling out a twisted flat steel pile screwed into the ground, the spiral flat steel is screwed into the ground like a cork opener, so the twisted flat steel must be turned. If the ground does not break, it will not come out. Since the same thing can be said when pushing in, it can be said that the pulling force and the pushing force of the pile are much larger in the twisted flat steel pile than in the conventional pile.

【0008】[0008]

【発明の実施の形態】本発明のねじり平鋼杭は、従来の
杭が使われている所には、全て杭として使用出来るの
で、ここではその中の一つの例として、木の歩道につい
て説明する。木の歩道は、湿地帯で見掛ける如く、歩く
のに困難な箇所に木の杭を打ち込み、上に板を張って歩
道を作り、歩き易いようにしている。そこでこの木の杭
の代わりに、ボルト付きのねじり平鋼の杭を使用した実
施例を説明する。
BEST MODE FOR CARRYING OUT THE INVENTION The torsion flat steel pile of the present invention can be used as a pile where conventional piles are used. I do. Wooden sidewalks, such as those found in wetlands, are made by driving wooden stakes into places that are difficult to walk, and then making boards on top of them to make it easier to walk. Therefore, an embodiment using a bolted torsion flat steel pile instead of the wooden pile will be described.

【0009】図3、4、5に示す如く、先ず両端を切断
したねじり平鋼(1a)の一方の端の中心にボルト(2
a)を溶接して取り付け、もう一方の端は丸鋼(4)を
取り付ける。丸鋼があると、捩じ込む時に位置決めがし
易くなる。更にこの場合は、ボルト側の端に、角材を受
ける座金(5)を取り付ける。
As shown in FIGS. 3, 4 and 5, a torsion bar (1a) having both ends cut off is provided with a bolt (2) at the center of one end.
a) is welded and the other end is fitted with a round bar (4). The presence of a round bar facilitates positioning when screwed in. Further, in this case, a washer (5) for receiving the square bar is attached to the end on the bolt side.

【0010】このねじり平鋼を、所定の位置に2本捩じ
込む。その上に両端に穴を開けた角材(6)を、穴にボ
ルトを通して設置し、ナット(3a)で締め付けると脚
が完成する。次にこの脚を幾つも設置し、角材の上に板
(7)を敷いて止めると歩道が完成する。
Two twisted flat bars are screwed into predetermined positions. A square member (6) having holes at both ends is placed on the hole, and a bolt is inserted through the hole, and the leg is completed by tightening with a nut (3a). Next, a number of these legs are installed, and a plate (7) is laid on the timber to stop, thereby completing the sidewalk.

【0011】[0011]

【発明の効果】以上説明した通り、本発明のねじり平鋼
の杭は、従来の杭に比べると、設置が簡単で、労力が要
らず時間がかからない。その上引抜く力と押込む力が大
きいので、杭のとしての性能が勝っている。
As described above, the twisted flat steel pile of the present invention is easier to install than conventional piles, requires less labor, and takes less time. In addition, the pulling force and the pushing force are large, so the performance as a pile is superior.

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

【図1】杭の説明図で、(イ)は本発明の杭の正面図、
(ロ)は従来の木の杭の正面図。
FIG. 1 is an explanatory view of a pile, (a) is a front view of a pile of the present invention,
(B) is a front view of a conventional wooden pile.

【図2】本発明の(イ)はボルト付き杭の正面図、
(ロ)はナット付き杭の正面図。
FIG. 2 (a) is a front view of a bolted pile,
(B) is a front view of a pile with a nut.

【図3】本発明のねじり平鋼杭を使用した、木の歩道の
側面図。
FIG. 3 is a side view of a wooden sidewalk using the twisted flat steel pile of the present invention.

【図4】同じく、木の歩道の平面図。FIG. 4 is a plan view of a wooden sidewalk.

【図5】同じく、木の歩道の正面図。FIG. 5 is a front view of a wooden sidewalk.

【符号の説明】[Explanation of symbols]

1、1a ねじり平鋼 2、2a ボルト 3、3a ナット 4 丸鋼 5 座金 6 角材 7 板 1, 1a twisted flat steel 2, 2a bolt 3, 3a nut 4 round steel 5 washer 6 square bar 7 plate

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】平鋼を真直ぐな状態を保ちながら、同じピ
ッチで複数回捩じった形状の杭。
A pile having a shape in which a flat steel is twisted a plurality of times at the same pitch while maintaining a straight state.
【請求項2】平鋼を真直ぐな状態を保ちながら、同じピ
ッチで複数回捩じり、一方の端の中心線上に、ボルト又
はナットを取り付けた形状の、請求項1記載の杭。
2. The pile according to claim 1, wherein the flat steel is twisted a plurality of times at the same pitch while maintaining a straight state, and a bolt or a nut is mounted on a center line of one end.
JP2000183719A 2000-05-15 2000-05-15 Pile Pending JP2001323460A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000183719A JP2001323460A (en) 2000-05-15 2000-05-15 Pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000183719A JP2001323460A (en) 2000-05-15 2000-05-15 Pile

Publications (1)

Publication Number Publication Date
JP2001323460A true JP2001323460A (en) 2001-11-22

Family

ID=18684257

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000183719A Pending JP2001323460A (en) 2000-05-15 2000-05-15 Pile

Country Status (1)

Country Link
JP (1) JP2001323460A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2012014840A1 (en) 2010-07-28 2012-02-02 Goto Tsuneo Spiral steel, application product of same, and method for manufacturing spiral steel
JP2013154382A (en) * 2012-01-31 2013-08-15 Sanai Co Ltd Method of manufacturing screw metal flat plate and method of manufacturing screw pile
JP2013163909A (en) * 2012-02-10 2013-08-22 Gt Spiral Co Ltd Foundation pile
JP2015014145A (en) * 2013-07-05 2015-01-22 株式会社 Gtスパイラル Floor joist foundation
RU186753U1 (en) * 2018-10-01 2019-01-31 Федеральное государственное бюджетное образовательное учреждение высшего образования "Санкт-Петербургский государственный архитектурно-строительный университет" SCREW PILES

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2012014840A1 (en) 2010-07-28 2012-02-02 Goto Tsuneo Spiral steel, application product of same, and method for manufacturing spiral steel
JP2013154382A (en) * 2012-01-31 2013-08-15 Sanai Co Ltd Method of manufacturing screw metal flat plate and method of manufacturing screw pile
JP2013163909A (en) * 2012-02-10 2013-08-22 Gt Spiral Co Ltd Foundation pile
JP2015014145A (en) * 2013-07-05 2015-01-22 株式会社 Gtスパイラル Floor joist foundation
RU186753U1 (en) * 2018-10-01 2019-01-31 Федеральное государственное бюджетное образовательное учреждение высшего образования "Санкт-Петербургский государственный архитектурно-строительный университет" SCREW PILES

Similar Documents

Publication Publication Date Title
US9771735B2 (en) Post reinforcement
KR101259902B1 (en) A shoe assembly for pile
JP2001323460A (en) Pile
JP2000054376A (en) Foundation pile and building-building frame structure
US6178651B1 (en) Reusable batter board support
JP4111601B2 (en) anchor
JP2001323479A (en) Foundation of structure
US5855097A (en) Landscape tie fastener
US480941A (en) Device for driving fence-posts
CN218116428U (en) Spiral ground pile with reinforced strength
US20240081200A1 (en) Device to secure a landscaping structure
JP2804002B2 (en) Reinforcement structure of existing house and reinforcement method
JPH04185819A (en) Reinforcing work of slope
KR200205747Y1 (en) Reonforced structure of steel pipe piles
JPH07317731A (en) Rope fixing fitting
KR200233328Y1 (en) a steel pipe pile strengthened a bolt coupling method of the joint reinforcement
JP3093734B2 (en) Wood fence materials and wood fences
KR200261144Y1 (en) a V type rank bar of a prop
JP3002862U (en) Driving leg for guard fence
DE20220286U1 (en) Vineyard concrete foundation post set in soil with socket for upright wooden post
KR100497844B1 (en) a many purposes tools
KR200307614Y1 (en) Underground revetment molding tie-bolt
JP2004036692A (en) Crisscross fastener of wire rope
JP4418978B2 (en) Winter fence, snow fence support
JP2003171944A (en) Spiral foundation