JPS6338287Y2 - - Google Patents
Info
- Publication number
- JPS6338287Y2 JPS6338287Y2 JP1983200444U JP20044483U JPS6338287Y2 JP S6338287 Y2 JPS6338287 Y2 JP S6338287Y2 JP 1983200444 U JP1983200444 U JP 1983200444U JP 20044483 U JP20044483 U JP 20044483U JP S6338287 Y2 JPS6338287 Y2 JP S6338287Y2
- Authority
- JP
- Japan
- Prior art keywords
- pile
- cotter
- concave groove
- circumferential surface
- pit
- 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
Links
- 239000002689 soil Substances 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000000919 ceramic Substances 0.000 description 2
- 239000004567 concrete Substances 0.000 description 2
- 239000010410 layer Substances 0.000 description 2
- 230000002093 peripheral effect Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 238000007596 consolidation process Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000007429 general method Methods 0.000 description 1
- 239000002344 surface layer Substances 0.000 description 1
Landscapes
- Piles And Underground Anchors (AREA)
Description
【考案の詳細な説明】
この考案はコンクリート製、鋼製、セラミツク
製あるいはセラミツク被覆製の円筒の先端に掘進
に適したピツトを設けた円筒形杭に関するもので
ある。[Detailed description of the invention] This invention relates to a cylindrical pile made of concrete, steel, ceramic, or ceramic coated with a pit suitable for digging at the tip.
構築物を直接支持不可能な土質上に設ける場
合、一般にはコンクリートあるいは鋼製の既製あ
るいは現場造成のパイルを構築物の重量に対する
支持可能の地層迄打込み構築物を支持する方法が
採用されているが、支持可能な土質層が前記パイ
ルの性能を有効に発揮できないほど浅く、表層の
地盤が盛り土であつたり、圧密変形が大きい地層
であつたりした場合、また既存建物内部で現場造
成抗の施工が不可能であつたり深礎の耐力(地盤
の積載耐力)以上に強度を持たせたい場合があ
る。 When constructing a structure on soil that cannot be directly supported, the general method used is to support the structure by driving concrete or steel ready-made or on-site piles up to a stratum that can support the weight of the structure. If the possible soil layer is too shallow to effectively demonstrate the performance of the pile, the surface layer is an embankment, or the ground layer is subject to significant consolidation deformation, or it is impossible to construct an on-site construction pit inside an existing building. There are cases where it is desired to have strength greater than the bearing capacity of a deep foundation (load bearing capacity of the ground).
この考案は前記事情に鑑み創案されたものであ
り以下図示した実施例に基づいて説明する。 This invention was devised in view of the above circumstances, and will be explained below based on the illustrated embodiments.
1はこの考案の杭を示すもので、この杭1は円
筒形状に形成し、その外周面には螺旋状に凹溝2
が設けてある。そして継杭1aを接合するために
上端周側縁には凸状のコツター3が設けられ、継
杭1aの下端周側縁にはコツター3を嵌合する凹
溝4が設けてある。さらに杭1の下端にはその内
周面より所要の角度を有して同一方向に傾斜する
複数の翼片5が突設されピツトを形成している。 1 shows a pile of this invention. This pile 1 is formed into a cylindrical shape, and has a spiral groove 2 on its outer circumferential surface.
is provided. In order to join the joint pile 1a, a convex cotter 3 is provided on the upper circumferential edge, and a concave groove 4 into which the cotter 3 is fitted is provided on the lower circumferential side edge of the joint pile 1a. Further, at the lower end of the pile 1, a plurality of wing pieces 5 are provided projecting from the inner circumferential surface thereof at a predetermined angle and inclined in the same direction to form a pit.
杭1は第3図に示すように外周面だけでなく内
周面にも螺旋状の突起6を設ける場合があり、ま
た第4図に示すように外周面に一定間隔軸方向に
平行な複数本の凹溝7を設ける場合がある。 As shown in FIG. 3, the pile 1 may have spiral protrusions 6 not only on the outer peripheral surface but also on the inner peripheral surface, and as shown in FIG. A book groove 7 may be provided.
使用に際してはこの杭1をねじ込みにより地中
に打設するが、この場合、下端のピツト部分が回
転し、土がこのピツトにより杭1の中空内に入る
ものである。 In use, this pile 1 is driven into the ground by screwing, but in this case, the pit portion at the lower end rotates, and the soil enters the hollow of the pile 1 through this pit.
この考案は以上述べた構成からなり、下端部内
周面より翼片を突設しピツトを形成してあるの
で、打設に際してピツトの回転により土が中空内
に入るため、円滑に打設をおこなうことができ
る。 This invention consists of the above-mentioned structure, and since the wing pieces are protruded from the inner circumferential surface of the lower end to form a pit, the rotation of the pit causes the soil to enter the hollow during pouring, so that pouring can be carried out smoothly. be able to.
図面はこの考案の実施例を示すもので、第1図
は一部破砕斜視図、第2図はその底面図、第3
図、第4図はそれぞれ他の実施例を示す斜視図で
ある。
1……杭、2……螺旋状凹溝、3……コツタ
ー、4……凹溝、5……翼片、6……螺旋状突
起、7……凹溝。
The drawings show an embodiment of this invention; Fig. 1 is a partially exploded perspective view, Fig. 2 is a bottom view, and Fig. 3 is a partially exploded perspective view.
4 are perspective views showing other embodiments. 1... Pile, 2... Spiral groove, 3... Cotter, 4... Concave groove, 5... Wing piece, 6... Spiral projection, 7... Concave groove.
Claims (1)
溝を設け、杭下端には内周面より所要の角度を有
し同一方向に傾斜する複数の翼片を突設してビツ
トを形成し、杭の上端周側縁には凸状のコツター
を設けてなる杭と、前記コツターと係合する凹溝
を下端周側縁に設けてなる継杭とからなり、ねじ
込みにより地中に打設することを特徴とする円筒
形杭。 At least a concave groove continuous in the longitudinal direction is provided on the outer circumferential surface of the pile, and a plurality of wing pieces projecting from the inner circumferential surface at a required angle and inclined in the same direction are provided on the lower end of the pile to form a bit. , consisting of a pile with a convex cotter on the upper circumferential edge of the pile, and a joint pile with a concave groove on the lower circumferential edge that engages with the cotter, and is driven into the ground by screwing. A cylindrical pile characterized by:
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP20044483U JPS60111938U (en) | 1983-12-30 | 1983-12-30 | cylindrical pile |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP20044483U JPS60111938U (en) | 1983-12-30 | 1983-12-30 | cylindrical pile |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS60111938U JPS60111938U (en) | 1985-07-29 |
JPS6338287Y2 true JPS6338287Y2 (en) | 1988-10-07 |
Family
ID=30761300
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP20044483U Granted JPS60111938U (en) | 1983-12-30 | 1983-12-30 | cylindrical pile |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS60111938U (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
TWI610010B (en) * | 2012-06-26 | 2018-01-01 | Foundation pile | |
JP5909016B1 (en) * | 2015-07-06 | 2016-04-26 | 昭繁 小川 | Different diameter pile |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5851234U (en) * | 1981-10-05 | 1983-04-07 | 株式会社タニタ | Structure of start switch in platform scale |
-
1983
- 1983-12-30 JP JP20044483U patent/JPS60111938U/en active Granted
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5851234U (en) * | 1981-10-05 | 1983-04-07 | 株式会社タニタ | Structure of start switch in platform scale |
Also Published As
Publication number | Publication date |
---|---|
JPS60111938U (en) | 1985-07-29 |
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