JPH0365739U - - Google Patents
Info
- Publication number
- JPH0365739U JPH0365739U JP12812789U JP12812789U JPH0365739U JP H0365739 U JPH0365739 U JP H0365739U JP 12812789 U JP12812789 U JP 12812789U JP 12812789 U JP12812789 U JP 12812789U JP H0365739 U JPH0365739 U JP H0365739U
- Authority
- JP
- Japan
- Prior art keywords
- pile
- peripheral wall
- embankment
- cylindrical
- tip
- 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.)
- Granted
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 2
- 230000002093 peripheral effect Effects 0.000 claims 2
- 230000003014 reinforcing effect Effects 0.000 claims 2
- 238000005553 drilling Methods 0.000 claims 1
- 230000002787 reinforcement Effects 0.000 claims 1
Landscapes
- Piles And Underground Anchors (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Description
第１〜３図は、本考案の一実施例を示し、第１
図は側面図、第２図は杭先端の正面図、第３図は
杭内部構造を説明するための斜視図、第４図は本
考案の他の実施例の側面図、第５図は、従来例を
示し、第５図イは側面図、第５図ロは４５°周方
向にずらした状態の側面図である。
１……杭（先端杭）、２……杭先端部、３……
Ｘ形絞り部、４……浸透水誘導孔、５……フイル
ター、６……杭後端のハンマー当たり部、７……
スリーブ、８……継ぎ杭。
1 to 3 show one embodiment of the present invention;
The figure is a side view, FIG. 2 is a front view of the tip of the pile, FIG. 3 is a perspective view for explaining the internal structure of the pile, FIG. 4 is a side view of another embodiment of the present invention, and FIG. A conventional example is shown in which FIG. 5A is a side view, and FIG. 5B is a side view in a state shifted by 45 degrees in the circumferential direction. 1...Pile (tip pile), 2...Pile tip, 3...
X-shaped constriction part, 4... seepage water guide hole, 5... filter, 6... hammer contact part at rear end of pile, 7...
Sleeve, 8... joint stake.
Claims (1)
浸透水誘導孔を穿設すると共に、その内部にフイ
ルターを挿入してなる盛土補強杭において、上記
筒状杭の先端部にＸ形の絞り部を形成したことを
特徴とする盛土補強杭。 (2) 筒状杭の絞り部の後部周壁にスリーブを外
挿入または凸部を形成した請求項１に記載の盛土
補強杭。[Scope of Claim for Utility Model Registration] (1) In an embankment reinforcing pile formed by drilling seepage water guide holes at appropriate intervals in the peripheral wall of a cylindrical pile with a closed end, and inserting a filter into the hole, the above-mentioned cylindrical pile An embankment reinforcement pile characterized by forming an X-shaped constriction part at the tip of the pile. (2) The embankment reinforcing pile according to claim 1, wherein a sleeve is externally inserted or a convex portion is formed on the rear peripheral wall of the narrowed portion of the cylindrical pile.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12812789U JPH0738391Y2 (en) | 1989-10-31 | 1989-10-31 | Embankment reinforcement pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12812789U JPH0738391Y2 (en) | 1989-10-31 | 1989-10-31 | Embankment reinforcement pile |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0365739U true JPH0365739U (en) | 1991-06-26 |
| JPH0738391Y2 JPH0738391Y2 (en) | 1995-08-30 |
Family
ID=31675853
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP12812789U Expired - Fee Related JPH0738391Y2 (en) | 1989-10-31 | 1989-10-31 | Embankment reinforcement pile |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0738391Y2 (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2015166519A (en) * | 2014-03-03 | 2015-09-24 | 日鐵住金建材株式会社 | Drainage pipe and its driving method |
| JP2015224470A (en) * | 2014-05-28 | 2015-12-14 | 株式会社サムシング | Filling stabilization method |
| JP2016211155A (en) * | 2015-04-30 | 2016-12-15 | 株式会社サムシング | Installation method of banking stabilization pipe |
| JP2018165445A (en) * | 2017-03-28 | 2018-10-25 | 日鐵住金建材株式会社 | Temporary fixing pin of perforated pipe and method of constructing multi-stage drain pipe using the same |
| CN113832958A (en) * | 2021-09-08 | 2021-12-24 | 中交二公局第三工程有限公司 | Anti-slide pile construction method with mechanical cooperation with manual excavation |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3789127B1 (en) * | 2004-08-06 | 2006-06-21 | 有限会社太田ジオリサーチ | Seismic structure |
| JP2011252319A (en) * | 2010-06-02 | 2011-12-15 | Central Japan Railway Co | Reinforcement material for natural ground reinforcement earth method and natural ground reinforcement earth method |
| JP5976050B2 (en) * | 2014-07-30 | 2016-08-23 | 株式会社サムシング | Drainage pipe for embankment |
| JP6681931B2 (en) * | 2018-02-23 | 2020-04-15 | 日鉄建材株式会社 | Drainage pipe and its driving method |
-
1989
- 1989-10-31 JP JP12812789U patent/JPH0738391Y2/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2015166519A (en) * | 2014-03-03 | 2015-09-24 | 日鐵住金建材株式会社 | Drainage pipe and its driving method |
| JP2015224470A (en) * | 2014-05-28 | 2015-12-14 | 株式会社サムシング | Filling stabilization method |
| JP2016211155A (en) * | 2015-04-30 | 2016-12-15 | 株式会社サムシング | Installation method of banking stabilization pipe |
| JP2018165445A (en) * | 2017-03-28 | 2018-10-25 | 日鐵住金建材株式会社 | Temporary fixing pin of perforated pipe and method of constructing multi-stage drain pipe using the same |
| CN113832958A (en) * | 2021-09-08 | 2021-12-24 | 中交二公局第三工程有限公司 | Anti-slide pile construction method with mechanical cooperation with manual excavation |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0738391Y2 (en) | 1995-08-30 |
Similar Documents
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| LAPS | Cancellation because of no payment of annual fees |