JPS6225816B2 - - Google Patents

Info

Publication number
JPS6225816B2
JPS6225816B2 JP58012333A JP1233383A JPS6225816B2 JP S6225816 B2 JPS6225816 B2 JP S6225816B2 JP 58012333 A JP58012333 A JP 58012333A JP 1233383 A JP1233383 A JP 1233383A JP S6225816 B2 JPS6225816 B2 JP S6225816B2
Authority
JP
Japan
Prior art keywords
pile
concave portion
wing pieces
cutting edge
outer periphery
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
Application number
JP58012333A
Other languages
Japanese (ja)
Other versions
JPS59138613A (en
Inventor
Junichi Tsuzuki
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 JP1233383A priority Critical patent/JPS59138613A/en
Publication of JPS59138613A publication Critical patent/JPS59138613A/en
Publication of JPS6225816B2 publication Critical patent/JPS6225816B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • E02D5/52Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments
    • E02D5/523Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments composed of segments
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • E02D5/56Screw piles

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Piles And Underground Anchors (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は比較的小規模の建物、例えば住宅等
の基礎に使用されるコンクリート製螺旋杭に関す
るものである。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field] The present invention relates to a concrete helical pile used for the foundation of a relatively small-scale building, such as a house.

〔発明の解決しようとする問題点〕[Problem to be solved by the invention]

杭の外周に螺旋状の翼片を連続的に、あるいは
断続的に突設して、これをねじ込みによつて地盤
中の挿入する螺旋杭は種々提案されて古くより知
られている。しかし、わが国では殆んど実用化さ
れた事例がない。
Various spiral piles have been proposed and known for a long time, in which spiral wing pieces are continuously or intermittently protruded from the outer periphery of the pile and are inserted into the ground by screwing. However, there are almost no examples of practical use in Japan.

ところで、住宅等小規模の建物において1〜3
m程度の小口径杭を螺旋杭とすることが実施され
ている。この小口径孔を基礎杭とすると簡単な器
具で回転して地盤中に挿入できるので施工性が良
く、支持力も大きいと考えられる。しかし、実験
の結果によれば地質により土砂の排出量が多かつ
たり、ねじ込みが困難である場合が屡々ある。
By the way, in small buildings such as houses, 1 to 3
It has been implemented to convert small-diameter piles of about 100 m in diameter into helical piles. If this small-diameter hole is used as a foundation pile, it can be rotated and inserted into the ground with a simple tool, so it is considered to be easy to construct and have a large bearing capacity. However, experimental results show that, depending on the geology, there are many cases in which a large amount of earth and sand is discharged, or in which it is difficult to screw in.

この発明はそれらの問題点を改善すべく開発し
たものである。
This invention was developed to improve these problems.

〔発明の構成と実施例〕[Structure and embodiments of the invention]

図面はこの発明の実施例を示したもので、この
螺旋杭は円形断面の本体1と、その本体1の外周
に突設された螺旋状の翼片2からなる。しかもそ
の翼片2には所要間隔に平面で曲線状をなす凹状
部3が形成されて翼片2の外周辺は波状に屈曲し
て断続的であり、かつその凹状部3は本体1の長
さ方向に直線状位置に配置されている。そしてこ
の凹状部3においては翼片2に相当する部分が僅
か突出したものとする。そしてこの翼片2は平面
でみて三方向に突出した形状をなしている。さら
に凹状部3の側縁は切刃側4は他側より緩く傾斜
している。すなわち図示したように杭が矢印方向
に回転し、切刃側4が地盤に食い込むが、一例と
してその切刃側4の角度は径方向に60゜であるの
に対し、他側の角度は30゜とする。
The drawings show an embodiment of the present invention, and this spiral pile consists of a main body 1 with a circular cross section and spiral wing pieces 2 protruding from the outer periphery of the main body 1. Moreover, concave portions 3 which are planar and curved are formed at required intervals in the blade 2, and the outer periphery of the blade 2 is bent in a wavy manner intermittently. They are arranged in a straight line in the horizontal direction. In this concave portion 3, a portion corresponding to the wing piece 2 is assumed to protrude slightly. The wing piece 2 has a shape that protrudes in three directions when viewed from above. Furthermore, the side edges of the concave portion 3 are more gently sloped on the cutting edge side 4 than on the other side. In other words, as shown in the figure, the pile rotates in the direction of the arrow, and the cutting edge side 4 bites into the ground, but as an example, the angle of the cutting edge side 4 is 60 degrees in the radial direction, while the angle of the other side is 30 degrees.゜.

またこの杭は全長を同径とする場合あるいは先
端に向つて順次径を小径とする場合がある。さら
に先端にコンクリート製あるいは金物による沓5
を適宜設ける。また翼片2の突出長を先端に向つ
て順次小さくすることによつてねじ込みを容易に
することができる。
The pile may have the same diameter over its entire length, or may have a diameter that gradually decreases toward the tip. In addition, the tip is made of concrete or metal 5
shall be established as appropriate. Further, screwing can be facilitated by gradually decreasing the protruding length of the wing piece 2 toward the tip.

またこの杭の頂部には杭のねじ込み工具と連結
し、あるいは継杭とするための継手金具6を突設
しておく。また上杭の下端には継手金具6の挿嵌
される凹溝7が形成される。
Further, a joint fitting 6 is provided protruding from the top of the pile to be connected to a pile screwing tool or to be used as a joint pile. Further, a groove 7 into which a joint fitting 6 is inserted is formed at the lower end of the upper pile.

また、この継手金具6のコンクリート中への埋
設部分の側壁面には補強鉄筋8の上端が溶接して
取付けられる。さらに杭が地中に埋設された後に
は布基礎、フーチング等のコンクリート中に埋設
されるアンカー鉄筋を適宜継手金具6に挿通して
取付ける。
Further, the upper end of the reinforcing reinforcing bar 8 is welded and attached to the side wall surface of the part of the joint fitting 6 that is buried in the concrete. Furthermore, after the piles are buried underground, anchor reinforcing bars buried in concrete such as a cloth foundation or footing are appropriately inserted into the joint fittings 6 and attached.

〔発明の効果〕〔Effect of the invention〕

この発明の螺旋杭は、その螺旋杭の翼片が波状
をなして断続的で、所要間隔に凹状部が形成さ
れ、しかも切刃側が緩く傾斜しているので地中へ
のねじ込みに際して地盤を掘削し、かつ土砂を切
削する切刃部が多数形成されることになるので、
ねじ込み抵抗が小さくねじ込みが連結した螺旋状
の翼片の場合より容易である。また連結した螺旋
状の翼片では土砂を地表面まで持上げるが、この
発明の翼片は断続的な波状をなしているので、土
砂を持上げることが少なく、その土砂を地盤中に
圧入することになり、地盤の強化にも役立つ。さ
らに翼片が破損する恐れがない。
In the spiral pile of this invention, the wing pieces of the spiral pile are wave-like and intermittent, and concave portions are formed at required intervals, and the cutting edge side is gently sloped, so that it is difficult to excavate the ground when screwing into the ground. However, since many cutting edges are formed to cut the earth and sand,
Screwing resistance is low and screwing is easier than in the case of connected helical blades. In addition, connected spiral blades lift soil to the ground surface, but since the blades of this invention have an intermittent wave shape, they lift less earth and sand and press the earth and sand into the ground. This will also help strengthen the ground. Furthermore, there is no risk of damage to the wing pieces.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図、第2図、第3図はこの発明に係る杭の
要部の平面図と側面図、第4図は縦断面図、第5
図は鉄筋と継手金具の側面図である。 1……本体、2……翼片、3……凹状部、4…
…切刃側、5……沓、6……継手金具、7……凹
溝、8……鉄筋、9……アンカー筋。
Figures 1, 2, and 3 are a plan view and a side view of the main parts of the pile according to the present invention, Figure 4 is a longitudinal sectional view, and Figure 5 is a longitudinal sectional view.
The figure is a side view of reinforcing bars and joint fittings. 1... Main body, 2... Wing piece, 3... Concave portion, 4...
...Cutting blade side, 5...Shoe, 6...Joint fitting, 7...Concave groove, 8...Reinforcing bar, 9...Anchor bar.

Claims (1)

【特許請求の範囲】[Claims] 1 円型断面の本体の外周に螺旋状の翼片が突設
され、その翼片には所要間隔に平面で曲線状をな
す凹状部が形成されて翼片の外周辺は波状に屈曲
して断続的であり、かつ前記凹状部の切刃側が他
側より緩く傾斜し、しかも前記凹状部は本体の長
さ方向に直線状位置に配置されていることを特徴
とする螺旋杭。
1 Spiral wing pieces are protruded from the outer periphery of the main body with a circular cross section, and the wing pieces are formed with flat curved concave portions at required intervals, and the outer periphery of the wing pieces is bent in a wavy manner. What is claimed is: 1. A helical pile characterized in that the cutting edge side of the concave portion is intermittent and that the cutting edge side of the concave portion is sloped more gently than the other side, and the concave portion is arranged in a linear position in the length direction of the main body.
JP1233383A 1983-01-28 1983-01-28 Spiral pile and its manufacturing formwork Granted JPS59138613A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1233383A JPS59138613A (en) 1983-01-28 1983-01-28 Spiral pile and its manufacturing formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1233383A JPS59138613A (en) 1983-01-28 1983-01-28 Spiral pile and its manufacturing formwork

Publications (2)

Publication Number Publication Date
JPS59138613A JPS59138613A (en) 1984-08-09
JPS6225816B2 true JPS6225816B2 (en) 1987-06-04

Family

ID=11802374

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1233383A Granted JPS59138613A (en) 1983-01-28 1983-01-28 Spiral pile and its manufacturing formwork

Country Status (1)

Country Link
JP (1) JPS59138613A (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3617025A1 (en) * 1986-05-21 1987-11-26 Delmag Maschinenfabrik PRE-PREPARED CONCRETE PILE AND METHOD AND DEVICE FOR ITS PLACING INTO THE GROUND
JPS62296011A (en) * 1986-06-13 1987-12-23 Junichi Tsuzuki Spiral pile
JPH0694658B2 (en) * 1988-10-25 1994-11-24 有限会社福栄重機 How to bury a spiral pile
KR100841735B1 (en) 2007-03-15 2008-06-27 무성토건 주식회사 Precast pile foundation method of construction
KR102342833B1 (en) * 2018-08-01 2021-12-23 나종순 Concrete screw type underground support device of solar power generation apparatus, method of manufacturing the same, and method of installing the same

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5531807B2 (en) * 1976-05-06 1980-08-21

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS48100302U (en) * 1972-02-25 1973-11-27
JPS4992607U (en) * 1972-11-27 1974-08-10
JPS5531807U (en) * 1978-08-18 1980-02-29
JPS5917612Y2 (en) * 1981-02-26 1984-05-22 阿部 総一 Manufacturing mold for torsional penetration type PC spiral pile

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5531807B2 (en) * 1976-05-06 1980-08-21

Also Published As

Publication number Publication date
JPS59138613A (en) 1984-08-09

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