JPH04182518A - Foundation pile - Google Patents
Foundation pileInfo
- Publication number
- JPH04182518A JPH04182518A JP31157290A JP31157290A JPH04182518A JP H04182518 A JPH04182518 A JP H04182518A JP 31157290 A JP31157290 A JP 31157290A JP 31157290 A JP31157290 A JP 31157290A JP H04182518 A JPH04182518 A JP H04182518A
- Authority
- JP
- Japan
- Prior art keywords
- tip
- pile
- foundation pile
- soil
- hollow
- 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
- 238000007789 sealing Methods 0.000 claims abstract 2
- 239000002689 soil Substances 0.000 abstract description 7
- 238000005553 drilling Methods 0.000 abstract 2
- 230000000694 effects Effects 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000003116 impacting effect Effects 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 230000000087 stabilizing effect Effects 0.000 description 1
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
Description
【発明の詳細な説明】
本願発明は基礎杭に関し、特に中空杭からなる基礎杭に
関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a foundation pile, and particularly to a foundation pile consisting of a hollow pile.
従来、コンクリート杭を上方からハンマーなどにより衝
撃を加えて土中に打ち込むことにより基礎杭を打設して
きたが、近年は部会地の密集住宅地ででも建設作業が必
要となり、衝撃音が周囲に伝わることが事実上許されな
くなってきた。その結果は、音が出ない工法の開発が必
要となり、種々の技術が開発されてきている。しかし、
いまだ十分な成果をあげていない。Traditionally, foundation piles have been driven by impacting concrete piles from above with hammers and driving them into the soil, but in recent years, construction work has become necessary even in densely populated residential areas, and impact noise can be heard in the surrounding area. In fact, it is no longer allowed to be communicated. As a result, it has become necessary to develop construction methods that do not emit noise, and various technologies have been developed. but,
We have not yet achieved sufficient results.
本願発明は上記の問題点を解決することを目的とするも
のである。The present invention aims to solve the above problems.
次に、上記目的を達成するための具体的構成を図面に従
い説明すると、中空杭本体1の先端部2を封じ、その先
端部2の円錐状部分の先端から所望の傾斜方向に刃部3
を形成し、前記中空杭本体1の周側面部に翼片を立設さ
せ、その翼片を螺旋状翼片4に形成してなる基礎杭であ
る。Next, a specific configuration for achieving the above object will be explained with reference to the drawings. The tip 2 of the hollow pile body 1 is sealed, and the blade 3 is moved from the tip of the conical portion of the tip 2 in a desired inclination direction.
This is a foundation pile in which wing pieces are erected on the circumferential side of the hollow pile main body 1, and the wing pieces are formed into spiral wing pieces 4.
次に、上記構成から生じる作用効果を述べると中空杭本
体の先端に刃部を設けたので、土中を容易に掘進しつる
効果がある。Next, to describe the effects resulting from the above configuration, since the blade portion is provided at the tip of the hollow pile main body, it has the effect of easily digging through the soil.
また、杭本体が中空であるので、比較的軽く、かつ強度
的にすぐれており、かつ杭本体の上端部を他の部材によ
り把持し易い効果がある。Furthermore, since the pile body is hollow, it is relatively light and has excellent strength, and the upper end of the pile body can be easily held by other members.
また、翼片を杭本体の周側面部に設けたので、杭を埋設
後、周囲の土に対し安定させつる効果がある。In addition, since the wing pieces are provided on the peripheral side of the pile body, after the pile is buried, it has the effect of stabilizing the pile against the surrounding soil.
また、翼片を螺旋状に巻回させたので杭を旋回させるこ
とにより簡単に土中に埋設させつる効果がある。In addition, since the wing pieces are spirally wound, the pile can be easily buried in the soil by turning the pile.
図面の第1図は、本願発明を施した基礎杭の概念図であ
り、第2図は第1図の基礎杭の先端部を表した下面図で
ある。
1−−−−−・中空杭本体
2−−−−−・中空杭本体の先端部
3−−−−−−刃部
4−−−−−−螺旋状翼片
ヤ1図FIG. 1 of the drawings is a conceptual diagram of a foundation pile to which the present invention is applied, and FIG. 2 is a bottom view showing the tip of the foundation pile of FIG. 1. 1-------・Hollow pile body 2-----・Tip part 3 of hollow pile body 3----Blade part 4----Spiral wing piece 1 figure
Claims (1)
部分の先端から所望の傾斜方向に刃部を形成してなる基
礎杭。 2)中空杭の本体の周側面部に翼片を立設させてなる特
許請求の範囲1記載の基礎杭。 3)中空杭の本体の周側面部に螺旋状翼片を形成してな
る特許請求の範囲1記載の基礎杭。[Scope of Claims] 1) A foundation pile formed by sealing the tip of the main body of a hollow pile and forming a cutting edge in a desired inclination direction from the tip of the conical portion of the tip. 2) The foundation pile according to claim 1, wherein wing pieces are erected on the circumferential side of the main body of the hollow pile. 3) The foundation pile according to claim 1, wherein spiral wing pieces are formed on the circumferential side of the main body of the hollow pile.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP31157290A JPH04182518A (en) | 1990-11-19 | 1990-11-19 | Foundation pile |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP31157290A JPH04182518A (en) | 1990-11-19 | 1990-11-19 | Foundation pile |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH04182518A true JPH04182518A (en) | 1992-06-30 |
Family
ID=18018846
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP31157290A Pending JPH04182518A (en) | 1990-11-19 | 1990-11-19 | Foundation pile |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH04182518A (en) |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS63103347A (en) * | 1986-10-21 | 1988-05-09 | Sharp Corp | Lump back-up processing system for information |
-
1990
- 1990-11-19 JP JP31157290A patent/JPH04182518A/en active Pending
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS63103347A (en) * | 1986-10-21 | 1988-05-09 | Sharp Corp | Lump back-up processing system for information |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JPH04182518A (en) | Foundation pile | |
JPH10183617A (en) | Pile anchor | |
JPS6286224A (en) | Steel tubular pile | |
JPS57193622A (en) | Driving method of composite pile and used composite pile therefor | |
JPH02296989A (en) | Bit device for excavation and method thereof | |
JPH02194212A (en) | Steel pipe screw pile | |
JP3093046U (en) | Steel pipe foundation pile | |
CN209855712U (en) | Drill bit for rotary pile digging in deep rock in sandstone area | |
JPS6286225A (en) | Pile | |
JPS6397713A (en) | Pile | |
JPH0565714A (en) | Steel tubular pile | |
JP3758161B2 (en) | Steel pipe foundation pile | |
CN206816171U (en) | A kind of rig | |
JPH11117293A (en) | Connecting method of section pile and steel pipe pile | |
JP2006265888A (en) | Sand pile creating method and sand pile creating machine | |
JPS6231509Y2 (en) | ||
JPS6319390Y2 (en) | ||
JPS6340550Y2 (en) | ||
JPS6282118A (en) | Driving construction for hollow pile | |
JPH0617576B2 (en) | Steel pipe pile | |
JPH06278053A (en) | Rock drill rod | |
JPH04182517A (en) | Cylindrical foundation pile and manufacture thereof | |
JP3095721U (en) | Backhoe bucket | |
JPH09235727A (en) | Fabrication method of soil cement composite pile using bottom expanded shoe and bottom expanded shoe | |
JPS5923823Y2 (en) | drilling rig |