JPS62296011A - Spiral pile - Google Patents

Spiral pile

Info

Publication number
JPS62296011A
JPS62296011A JP13770986A JP13770986A JPS62296011A JP S62296011 A JPS62296011 A JP S62296011A JP 13770986 A JP13770986 A JP 13770986A JP 13770986 A JP13770986 A JP 13770986A JP S62296011 A JPS62296011 A JP S62296011A
Authority
JP
Japan
Prior art keywords
head
pile
ground
spiral
blade
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
JP13770986A
Other languages
Japanese (ja)
Inventor
Junichi Tsuzuki
純一 都築
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 JP13770986A priority Critical patent/JPS62296011A/en
Publication of JPS62296011A publication Critical patent/JPS62296011A/en
Pending legal-status Critical Current

Links

Landscapes

  • Piles And Underground Anchors (AREA)

Abstract

PURPOSE:To permit the ground to be compacted when penetrating a pile into the ground by a method in which a spiral blade is projectionally formed on the periphery of a round body, recessed portions are formed at a given interval on the blade, and the head of the body is shaped into an inverted conical trapezoidal form. CONSTITUTION:The head 1a of a spiral pile A is shaped into an inverted conical trapezoidal form, whose upper size is larger than the lower. A spiral blade 2 is projectionally provided on the periphery of the body 1, and recessions 2a are formed at a given interval on the blade 2. The blade 2 as a cutting blade is cut into the ground by means of the recessions 2a. The recessions 2a are formed on the same positions in the longitudinal direction of the body 1, and a triangular columnar projection 5 is projectionally formed on the upper end of the head 1a. The surrounding ground of the pile A can thus be effectively consolidated and compacted by driving the head 1a of the inverted conical trapezoidal form into the ground.

Description

【発明の詳細な説明】 3、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の杭として使用される、
コンクリート製の螺旋杭に関するものである。
[Detailed Description of the Invention] 3. Detailed Description of the Invention (Field of Industrial Application) This invention is used as a pile for a relatively small-scale building.
This relates to concrete spiral piles.

(発明が解決しようとする問題点) 従来の螺旋杭には施工性の良さ、支持力の大きさ等の利
点を有している一方、排出出量が多い場合等4こは杭の
ねじ込みが困難であるという雑煮−h(あり、こJlが
客用什への諦実声なっていた、そこで杭のねじ込みの難
しさを解消するために出願人は螺旋の翼片に凹みを形成
してこれを切刃として土砂を圧入しながらねじ込むこと
を可能にした螺旋杭を既に提案している。
(Problems to be solved by the invention) While conventional spiral piles have advantages such as good workability and large bearing capacity, there are four cases where the piles cannot be screwed in, such as when the amount of discharge is large. This Jl was a real complaint to the customer service that it was difficult, so in order to solve the difficulty of screwing in the pile, the applicant formed a recess in the spiral wing piece. We have already proposed a helical pile that uses this as a cutting edge to make it possible to screw in earth and sand while pressing it in.

この発明はこの螺旋杭に改良を加え、更に地盤締め固め
の効果を付加する目的からなされたもので、杭頭部をテ
ーパ状に形成することlこよりこれを解決しようとする
ものである。
This invention was made for the purpose of improving this spiral pile and adding the effect of soil compaction, and attempts to solve this problem by forming the pile head in a tapered shape.

(問題点を解決するための手段) 本発明では螺旋杭の頭部を逆円錐台状に下方から上方へ
径を次第に大きくすることにより地盤を締め固めること
を可能にする。
(Means for Solving the Problems) The present invention makes it possible to compact the ground by gradually increasing the diameter of the head of the spiral pile in the shape of an inverted truncated cone from the bottom to the top.

この逆円錐台状の頭部は杭の打ち込み時及びねじ込み時
に地盤を下方及び杭外周方向に圧密する作用を果たし、
この結果地盤の締め固めが可能となる。
This inverted truncated conical head acts to consolidate the ground downward and in the direction of the outer circumference of the pile when driving and screwing the pile.
As a result, compaction of the ground becomes possible.

螺旋杭は円形断面の本体外周に螺旋状の翼片が突設され
たもので、その翼片には所要間隔毎に凹状部が形成され
、凹状部は本体の長さ方向の同一位置に配置される。
Spiral piles have spiral wing pieces protruding from the outer periphery of a body with a circular cross section, and the wing pieces have concave portions formed at required intervals, and the concave portions are arranged at the same position in the length direction of the body. be done.

(実施例) 以下本発明を一実施例を示す図面に基づいて説明する。(Example) The present invention will be explained below based on the drawings showing one embodiment.

この発明の螺旋杭Aは第1図に示すように本体1の頭部
1aを逆円錐台状に形成したものであり、その楔作用に
よって地盤を圧密し、これを締め固めるものである。
As shown in FIG. 1, the spiral pile A of the present invention has a head 1a of a main body 1 formed in the shape of an inverted truncated cone, and its wedge action consolidates the ground and compacts it.

螺旋杭Aの少なくとも頭部1a下方の本体1外周には螺
旋状の翼片2が突設される。そしてこの翼片2には第1
図−■のように所要間隔毎に凹状部2aが形成され、こ
の凹状部2aによって回転方向側の各翼片2が切刃とな
って地盤中に食い込んでいく。凹状部2aは本体1長さ
方向の同一位置に形成される。
A spiral wing piece 2 is provided protruding from the outer periphery of the main body 1 of the spiral pile A at least below the head 1a. And this wing piece 2 has a first
As shown in FIG. The concave portions 2a are formed at the same position in the length direction of the main body 1.

螺旋杭Aは第1図のように頭部1aを含めて一体に製作
される場合と、第2図のように頭部1aを分離して製作
される場合とがあり、後者の場合下側の本体1の接続部
に金物6を埋設する一方、頭部1a下端に金物乙に嵌合
する溝4を設けておく。
The helical pile A may be manufactured in one piece including the head 1a as shown in Figure 1, or it may be manufactured with the head 1a separated as shown in Figure 2. In the latter case, the lower side A metal fitting 6 is buried in the connection part of the main body 1, while a groove 4 into which the metal fitting B is fitted is provided at the lower end of the head 1a.

また頭部1aは第1図、第2図のように翼片2を突設す
るものと第3図のように設けないものとがあり、螺旋杭
Aは一体のタイプと分離タイプ、そして頭部1aに翼片
2を付けるタイプと付けないタイプとを任意に組み合わ
せて製作することができる。
In addition, there are two types of head 1a, one with wing pieces 2 protruding as shown in Figures 1 and 2, and one without wing pieces 2 as shown in Figure 3, and the spiral pile A has two types: an integral type, a separated type, and a head part 2. It is possible to manufacture the part 1a by arbitrarily combining types with and without wing pieces 2 attached.

頭部1aの上端には第1図乃至第3図のように打ち込み
用の例えば三角柱状の突起5が突設されるが、この形状
は第4図、第5図のように四角柱、五角柱等自由に形成
できる。
For example, a triangular prism-shaped protrusion 5 for driving is protruded from the upper end of the head 1a as shown in FIGS. Can be formed into any shape such as a prism.

(発明の効果) この発明では以上の通り円錐台状の頭部を打ち込むこと
によってこれが楔作用を果たすため杭周囲の地盤を有効
に圧密、そして締め固めることが可能である。
(Effects of the Invention) As described above, in the present invention, by driving the truncated conical head, the truncated conical head acts as a wedge, so that the ground around the pile can be effectively consolidated and compacted.

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

第1図−I、IIは本発明の製作例を示したそれぞれ正
面図、平面図、第2図、第3図は他の製作例を示した正
面図であり、第4図、第5図は突起の他の形状を示した
平面図である。 A:螺旋杭、1:本体、1a:頭部、2:翼片、2a:
凹状部、5=金物、4:溝、5:突起。 第1図 i 第4図 第2図  第3図 第5図
1-I and II are respectively a front view and a plan view showing a manufacturing example of the present invention, FIGS. 2 and 3 are front views showing other manufacturing examples, and FIGS. 4 and 5. FIG. 3 is a plan view showing another shape of the protrusion. A: Spiral pile, 1: Main body, 1a: Head, 2: Wing piece, 2a:
Concave portion, 5 = Hardware, 4: Groove, 5: Protrusion. Figure 1 i Figure 4 Figure 2 Figure 3 Figure 5

Claims (1)

【特許請求の範囲】[Claims] (1)円形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毎に凹状部が本体長さ方向の同
一位置に形成されて翼片の外周辺が断続的である螺旋杭
であり、頭部は逆円錐台状に下方から上方へ径を次第に
大きくしてあ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 concave portions are formed at the same position in the length direction of the main body at required intervals on the wing pieces, so that the outer periphery of the wing pieces is interrupted. A spiral pile with a head shape that gradually increases in diameter from the bottom to the top in the shape of an inverted truncated cone.
JP13770986A 1986-06-13 1986-06-13 Spiral pile Pending JPS62296011A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13770986A JPS62296011A (en) 1986-06-13 1986-06-13 Spiral pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13770986A JPS62296011A (en) 1986-06-13 1986-06-13 Spiral pile

Publications (1)

Publication Number Publication Date
JPS62296011A true JPS62296011A (en) 1987-12-23

Family

ID=15204988

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13770986A Pending JPS62296011A (en) 1986-06-13 1986-06-13 Spiral pile

Country Status (1)

Country Link
JP (1) JPS62296011A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5279502A (en) * 1991-10-24 1994-01-18 Geotechnics America, Inc. Apparatus and method for constructing compacted granular or stone columns in soil masses

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59138613A (en) * 1983-01-28 1984-08-09 Junichi Tsuzuki Spiral pile and its manufacturing formwork

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59138613A (en) * 1983-01-28 1984-08-09 Junichi Tsuzuki Spiral pile and its manufacturing formwork

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5279502A (en) * 1991-10-24 1994-01-18 Geotechnics America, Inc. Apparatus and method for constructing compacted granular or stone columns in soil masses

Similar Documents

Publication Publication Date Title
US4684294A (en) Retaining wall construction element
US4583341A (en) Interlocking ground covering elements and arrangements of them for mechanical laying
EP0191908A1 (en) Supporting wall
DE2836350A1 (en) ELEMENT FOR SLOPE SECURITY
EP0215994A1 (en) Set of elements for composite constructions
DE602005005469T2 (en) MODULAR COMPONENTS FOR CONSTRUCTING A SUPPORT WALL
JPS62296011A (en) Spiral pile
WO1990001597A1 (en) Set of angular building elements fitting into one another
DE3303144A1 (en) Plantable ashlar and plantable wall
JP2000096560A (en) Screwing-type steel pipe pile and its execution
JP2003096773A (en) Steel pipe pile and its embedding method
DE69910864T2 (en) Composite paving for the floors and banks of river beds
JP4103770B2 (en) Underfloor ventilation spacer
EP0343112B1 (en) Brick
JPS63194995U (en)
DE19607989A1 (en) Cuboid-formed paving stone for flat water seepage
JP3072843U (en) Retaining wall block and retaining wall using the same
JP3230749U (en) Ground shape concrete block
JP2604588Y2 (en) Lighting pillar
CN2654686Y (en) Large head prefabricated pile
JPS636242Y2 (en)
CN207538017U (en) A kind of steel moulds reinforced grating
JPH0352828Y2 (en)
JPH077385Y2 (en) Civil engineering and building foundation blocks
JPS6136572Y2 (en)