JPH072534U - Pile for construction site - Google Patents
Pile for construction siteInfo
- Publication number
- JPH072534U JPH072534U JP3140893U JP3140893U JPH072534U JP H072534 U JPH072534 U JP H072534U JP 3140893 U JP3140893 U JP 3140893U JP 3140893 U JP3140893 U JP 3140893U JP H072534 U JPH072534 U JP H072534U
- Authority
- JP
- Japan
- Prior art keywords
- pile
- steel pipe
- construction site
- cap
- leaf spring
- 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
Abstract
(57)【要約】 (修正有)
【目的】 ハンマー等で槌打したとき、地面に食い込み
易く、頂部及び下端部が潰れたり、変形したり、裂けた
りしない工事現場用杭を提供する。
【構成】 鋼管1の下部に錐脚2を持ち、頂部にキャッ
プ3を蓋閉した工事現場用杭。
(57) [Summary] (Modified) [Purpose] To provide a construction site pile that does not easily dig into the ground when hit with a hammer or the like and whose top and bottom ends are not crushed, deformed, or torn. [Structure] Pile for construction site having a conical leg 2 at the bottom of a steel pipe 1 and a cap 3 at the top.
Description
【0001】[0001]
土木・建築工事現場で地面に打設する杭に関する。 Regarding piles to be laid on the ground at civil engineering and construction sites.
【0002】[0002]
土木工事・建築工事現場等で地面に打設する杭は、従来両端面開口の鋼管をその まま地面に打ち込んで杭としていた。 Conventionally, the piles that are driven into the ground at civil engineering / construction construction sites have been constructed by driving steel pipes with openings on both end faces into the ground as they are.
【0003】[0003]
従来の、両端開口の鋼管を杭に使用する場合、頂部からハンマー等で槌打する が地中への食い込みが悪く打設が困難で、一層槌打が激しくなり、頂部が潰れた り、変形したり、裂けたりする。更に杭の打設後頂部の開口端から水や塵芥が入 る。又下端部切り口が土砂により潰れたり変形し、土砂が侵入した。本考案は、 このような欠点を解決するよう工夫されたものである。 When using conventional steel pipes with openings at both ends, hammering from the top with a hammer etc. is difficult to set into the ground because the bite into the ground is poor and the hammering becomes more violent and the top is crushed or deformed. Do it or tear it. Furthermore, water and dust will enter from the open end of the top after driving the pile. In addition, the cut end of the lower end was crushed or deformed by the earth and sand, and the earth and sand entered. The present invention has been devised to solve such a drawback.
【0004】[0004]
鋼管の下端開口部に円錐形の錐脚を、該鋼管内部に内接するような板ばねで挿 入し、槌打した場合、杭が地面に食い込み易くし、下端部切り口が土砂により潰 れたり、変形して土砂が侵入しないように工夫した。又鋼管の頂部には、円筒形 のキャップを、該鋼管外周に接入するような板ばねで蓋閉し、ハンマー等で槌打 しても鋼管が潰れたり、変形したり、裂けたりしないようにする。 If a conical pyramidal leg is inserted into the lower end opening of the steel pipe with a leaf spring that is inscribed inside the steel pipe and hammered, the pile will easily bite into the ground and the lower end cut may be crushed by earth and sand. , It was devised so that it would not be deformed and soil would enter. At the top of the steel pipe, a cylindrical cap is closed with a leaf spring that comes into contact with the outer circumference of the steel pipe so that the steel pipe will not be crushed, deformed, or torn even if it is hammered with a hammer or the like. To
【0005】 なお、該鋼管杭は、蓋閉してあるので雨水や塵芥が入ることがない。Since the steel pipe pile is closed, rainwater and dust do not enter.
【0006】[0006]
図1(b)本考案の組み立て断面図を示す。鋼管1の下端開口部に円錐形の錐 脚2を、前記錐脚2の上部円周に固着した板ばね2’で挿入し、前記鋼管1の上 部は、該鋼管1に外接する板ばね3’を持つキャップ3で蓋閉する。円筒形のキ ャップの上面は外に向かって凸形を形成し複数の平坦部からなり、槌打に対して 強度を持たせてある。本考案の杭を使用する場合は、錐脚2を下にして地上に立 て、頂部のキャップ3の上からハンマー等で槌打して杭を打設する。図1(a) は(b)のA−A断面図で図1(c)は(b)のB−B断面図である。 FIG. 1 (b) shows an assembled sectional view of the present invention. A cone-shaped conical leg 2 is inserted into the lower end opening of the steel pipe 1 with a leaf spring 2'fixed to the upper circumference of the conical leg 2, and the upper portion of the steel pipe 1 is circumscribed to the steel pipe 1. Close the lid with the cap 3 having 3 '. The upper surface of the cylindrical cap is convex toward the outside and is composed of a plurality of flat parts, which is strong against hammering. When the pile of the present invention is used, the pile leg 2 is placed on the ground, and the pile 3 is hammered from above the top cap 3 with a hammer or the like to drive the pile. 1A is a sectional view taken along the line AA of FIG. 1B, and FIG. 1C is a sectional view taken along the line BB of FIG. 1B.
【0007】 図2は、錐脚部の図であり図3はキャップの図である。FIG. 2 is a view of the conical legs and FIG. 3 is a view of the cap.
【0008】[0008]
本考案の効果は次の通りである。 The effects of the present invention are as follows.
【0009】 (イ)土地に挿入する部分に円錐形の錐脚を持っているので、地面に食い込み易 い。鋼管の切り口を保護し、土砂の侵入を防ぐ (ロ)頂部にキャップを持つので、槌打しても鋼管が潰れたり、変形したり、裂 けたりしない。(A) Since the portion to be inserted into the land has a conical pyramid, it is easy to bite into the ground. It protects the cut end of the steel pipe and prevents the intrusion of soil and sand. (B) It has a cap on the top, so the steel pipe will not be crushed, deformed or torn even if it is hammered.
【0010】 (ハ)頂部にキャップを持つので、鋼管内に雨水や塵芥が入る恐れがない。(C) Since the top has a cap, there is no risk of rainwater or dust entering the steel pipe.
【図1】(a)(b)のA−A断面図である。 (b)本考案の横断面図である。 (c)(b)のB−B断面図である。FIG. 1A is a sectional view taken along line AA of FIGS. (B) It is a cross-sectional view of the present invention. It is a BB sectional view of (c) and (b).
【図2】(a)錐脚部の横断面図である。 (b)錐脚部の上面図である。FIG. 2 (a) is a cross-sectional view of a conical leg portion. (B) It is a top view of a conical leg part.
【図3】(a)キャップの上面図である。 (b)キャップの側面図である。 (c)キャップの下面図である。FIG. 3A is a top view of the cap. (B) It is a side view of a cap. (C) It is a bottom view of a cap.
1・・・鋼管、2・・・錐脚部、2’・・・板ばね、3
・・・キャップ、3’・・・板ばね1 ... Steel pipe, 2 ... Cone leg, 2 '... Leaf spring, 3
... Caps, 3 '... Leaf springs
Claims (3)
で該鋼管に内接するよう挿入し、該鋼管の上端に板ばね
で円筒形のキャップを、該鋼管に外接するよう挿入して
なることを特徴とする工事現場用杭。1. A conical pyramidal leg portion is inserted into a lower end of a steel pipe so as to be inscribed in the steel pipe with a leaf spring, and a cylindrical cap is inserted into an upper end of the steel pipe so as to be circumscribed with the steel pipe. Pile for construction site characterized by being made.
上端を内側に曲げた板ばねを複数枚固着した、請求項1
記載の工事現場用杭の錐脚部。2. The bottom circumference of a cone formed by a plate member,
2. A plurality of leaf springs whose upper ends are bent inwardly are fixedly attached.
Cone leg of the listed construction site pile.
面は円形頂部から外周に向かう放射状の複数本のリブ状
補強を持った、円筒形の請求項1記載の工事現場用杭の
キャップ。3. The pile for construction site according to claim 1, wherein the pile has a plurality of legs forming a leaf spring, and the upper surface has a plurality of rib-like reinforcements radially extending from the circular top to the outer periphery. cap.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3140893U JPH072534U (en) | 1993-06-11 | 1993-06-11 | Pile for construction site |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3140893U JPH072534U (en) | 1993-06-11 | 1993-06-11 | Pile for construction site |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH072534U true JPH072534U (en) | 1995-01-13 |
Family
ID=12330440
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP3140893U Pending JPH072534U (en) | 1993-06-11 | 1993-06-11 | Pile for construction site |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH072534U (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100921991B1 (en) * | 2007-10-31 | 2009-10-19 | 송기용 | Casing Apparatus with Casing Cap, Pedestal for Preventing the Eccentricity, and Boring Machine for Preventing Flow Backward on Pedestal |
KR101137961B1 (en) * | 2009-05-07 | 2012-04-20 | 김수성 | Safety cap for file |
KR200459878Y1 (en) * | 2009-04-10 | 2012-04-20 | 최기화 | Safety cap for file |
JP2017002498A (en) * | 2015-06-05 | 2017-01-05 | システム計測株式会社 | Tip shoe of pile and pile structure |
-
1993
- 1993-06-11 JP JP3140893U patent/JPH072534U/en active Pending
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100921991B1 (en) * | 2007-10-31 | 2009-10-19 | 송기용 | Casing Apparatus with Casing Cap, Pedestal for Preventing the Eccentricity, and Boring Machine for Preventing Flow Backward on Pedestal |
KR200459878Y1 (en) * | 2009-04-10 | 2012-04-20 | 최기화 | Safety cap for file |
KR101137961B1 (en) * | 2009-05-07 | 2012-04-20 | 김수성 | Safety cap for file |
JP2017002498A (en) * | 2015-06-05 | 2017-01-05 | システム計測株式会社 | Tip shoe of pile and pile structure |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US5984587A (en) | Ground stabilization apparatus and method for installing an enlongated post | |
JPH072534U (en) | Pile for construction site | |
JP3135220B2 (en) | Flanged expanded steel pipe pile | |
CN112796690A (en) | Mud anti-splash device for punching cast-in-place pile construction and construction method | |
US4349298A (en) | Wedge-forming pile | |
US3333430A (en) | Boot for pipe pile | |
JPS6033927A (en) | Reinforcing work for pile head | |
KR200338439Y1 (en) | The laying implement for the support of guardrail | |
JPS6219703Y2 (en) | ||
KR100448015B1 (en) | Waterproof method of corrugated matter plate structure | |
JPS6242989Y2 (en) | ||
JP3224894B2 (en) | Ground improvement method | |
JP3009414U (en) | Non-collapse steel sheet pile | |
JP2018127811A (en) | Umbrella body for vertical shaft and method of backfilling around vertical shaft | |
JPH0787853A (en) | Self-supporting and fixing tool for planted tree and fixing method | |
SU1188250A1 (en) | Pile foundation and cap for driving piles | |
JPS5835349Y2 (en) | Steel sheet pile removal metal fittings | |
JPS5910194Y2 (en) | Earth retaining frame for pillar erection | |
JP2002294723A (en) | Concrete foundation stone reinforcing material | |
JP3047679U (en) | Rammer for electric hammer | |
AU2004100611A4 (en) | Ground Marker | |
JP3040713U (en) | Expanded steel pipe pile | |
JPS5847077Y2 (en) | Drive-in anchor | |
JP2591138Y2 (en) | Hiring pile engagement structure | |
RU2024681C1 (en) | Pile |