JPH0526894B2 - - Google Patents
Info
- Publication number
- JPH0526894B2 JPH0526894B2 JP59025718A JP2571884A JPH0526894B2 JP H0526894 B2 JPH0526894 B2 JP H0526894B2 JP 59025718 A JP59025718 A JP 59025718A JP 2571884 A JP2571884 A JP 2571884A JP H0526894 B2 JPH0526894 B2 JP H0526894B2
- Authority
- JP
- Japan
- Prior art keywords
- guide pipe
- nozzle
- pressure hose
- along
- hose
- 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 - Lifetime
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 5
- 238000000151 deposition Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 description 3
- 101700004678 SLIT3 Proteins 0.000 description 2
- 102100027339 Slit homolog 3 protein Human genes 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D15/00—Handling building or like materials for hydraulic engineering or foundations
- E02D15/08—Sinking workpieces into water or soil inasmuch as not provided for elsewhere
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Description
【発明の詳細な説明】
〔産業上の利用分野〕
この発明は大口径杭、井筒、ケーソン等の地下
沈設物の沈設施工に使用される装置に関するもの
である。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to an apparatus used for the construction of underground structures such as large-diameter piles, wells, and caissons.
従来大口径杭等地下沈設物の沈設施工法として
ウオータージエツト工法がある。この工法は複数
本の高圧ホースを併用するか、あるいは下端部に
環状ホースを設け、このホースに複数本のノズル
を配置するか、さらには一本のノズルのみの場合
があり、ノズル位置が固定されているため、間隔
をおいて地盤が掘削されるか、あるいは部分的に
地盤が掘削されるようになる。また多数のノズル
から同時にウオータージエツトを噴出しようとす
ると相当に大きなポンプが必要となる。
The waterjet method is a conventional construction method for depositing large-diameter piles and other underground structures. This method uses multiple high-pressure hoses together, or a ring-shaped hose is installed at the bottom end, and multiple nozzles are placed on this hose, or even only one nozzle is used, and the nozzle position is fixed. As a result, the ground will be excavated at intervals or in parts. Furthermore, if water jet is to be ejected from multiple nozzles at the same time, a considerably large pump is required.
この発明では前記従来の問題点を解決すべくノ
ズルを沈設物の下端部すなわち刃口等に沿つて移
動しながら地盤を掘削しうる装置を開発した。 In order to solve the above-mentioned conventional problems, the present invention has developed an apparatus capable of excavating the ground while moving the nozzle along the lower end of the submerged object, that is, along the cutting edge.
この発明の要旨とする沈設物の沈設装置は、沈
設物の下端部に沿つて屈曲させたガイドパイプを
設け、このガイドパイプ内を摺動し、ガイドパイ
プの長さ方向に設けたスリツトから突出するノズ
ルを有するウオータージエツト用の高圧ホースか
らなる。
The apparatus for depositing a submerged object, which is the gist of the present invention, is provided with a guide pipe bent along the lower end of the submerged object, and slides inside the guide pipe and protrudes from a slit provided in the length direction of the guide pipe. It consists of a high-pressure hose for water jets with a nozzle.
以下その詳細を図示した実施例によつて説明す
る。大径鋼管等からなる沈設物１の内壁に沿つて
縦方向に取付けられ、先端部を沈設物１の下端部
好ましくは下端内周部に沿つて屈曲させたガイド
パイプ２が設けてある。このガイドパイプ２の全
長には下向きに開口するスリツト３が形成してあ
る。このガイドパイプ２内には高圧ホース４が摺
動自在に挿入してある。
The details will be explained below with reference to illustrated embodiments. A guide pipe 2 is installed vertically along the inner wall of the deposit 1 made of a large-diameter steel pipe or the like, and has a tip bent along the lower end of the deposit 1, preferably along the inner circumference of the lower end. A slit 3 opening downward is formed along the entire length of the guide pipe 2. A high pressure hose 4 is slidably inserted into the guide pipe 2.
この高圧ホース４の先端部には１〜４個のノズ
ル５か所要間隔あるいは位置に設けてあり、この
ノズル５はガイドパイプのスリツト３から下向き
に突出させてある。 At the tip of the high-pressure hose 4, one to four nozzles 5 are provided at required intervals or positions, and the nozzles 5 project downward from the slit 3 of the guide pipe.
施工に際しては高圧ホースおよびそれから突設
したノズル５をガイドパイプ２内を摺動させるこ
とによつて沈設物１の下端部に沿つてノズル５を
移動させ、かつそのノズル５より高圧ウオーター
ジエツトを噴出させ、沈設物１下方の地盤Ａを掘
削し、その掘削溝に沿つて沈設物１を地盤Ａ中に
沈下させる。 During construction, the nozzle 5 is moved along the lower end of the sediment 1 by sliding the high-pressure hose and the nozzle 5 protruding from the hose within the guide pipe 2, and the high-pressure water jet is supplied from the nozzle 5. The ground A below the deposited material 1 is excavated, and the deposited material 1 is caused to sink into the ground A along the excavated groove.
ノズル５を移動させる方法としては高圧ホース
４にエンドレスのワイヤー６を固定し、滑車７，
８を通し、油圧シリンダー９と連結しておく。 To move the nozzle 5, an endless wire 6 is fixed to the high pressure hose 4, and a pulley 7,
8 and connect it to the hydraulic cylinder 9.
油圧シリンダー９の作動によりワイヤー６を交
互に反対方向に引き、高圧ホース４をガイドパイ
プ２内を所定範囲内で交互に反対向きに摺動さ
せ、これによつてノズル５を移動させることがで
きる。 The wires 6 are alternately pulled in opposite directions by actuation of the hydraulic cylinder 9, and the high-pressure hose 4 is alternately slid in opposite directions within a predetermined range within the guide pipe 2, thereby making it possible to move the nozzle 5. .
この発明は以上の構成からなり、沈設物の下端
部に沿つて高圧ウオータージエツトを噴出するノ
ズルを移動させることができるので少数のノズル
で沈設させるべき地盤を全面的に削除することが
できて、沈設作業が容易確実となる。またノズル
を突設した高圧ホースはガイドパイプ内を摺動す
るので容易にノズルを移動させることができる。
This invention has the above-mentioned configuration, and since the nozzle for ejecting high-pressure water jet can be moved along the lower end of the submerged object, it is possible to completely eliminate the ground to be submerged using a small number of nozzles. This makes the submersion work easier and more reliable. Moreover, since the high pressure hose with the nozzle protruding from it slides within the guide pipe, the nozzle can be easily moved.
第１図はこの発明の装置の使用状態の概要を示
した斜視図、第２図、第３図はノズル、ガイドパ
イプの要部の断面図、第４図、第５図はノズル移
動機構の説明図である。
１……沈設物、２……ガイドパイプ、３……ス
リツト、４……高圧ホース、５……ノズル、６…
…ワイヤ、７，８……滑車、９……油圧シリンダ
ー、Ａ……地盤。
Fig. 1 is a perspective view showing an outline of the usage state of the device of the present invention, Figs. 2 and 3 are sectional views of main parts of the nozzle and guide pipe, and Figs. 4 and 5 are diagrams of the nozzle moving mechanism. It is an explanatory diagram. 1...Submerged object, 2...Guide pipe, 3...Slit, 4...High pressure hose, 5...Nozzle, 6...
...wire, 7, 8...pulley, 9...hydraulic cylinder, A...ground.
Claims (1)
イプを設け、このガイドパイプ内を摺動し、ガイ
ドパイプの長さ方向に設けたスリツトから突出す
るノズルを有するウオータージエツト用の高圧ホ
ースからなる地下沈設物の沈設装置。1. A high-pressure hose for a water jet that has a guide pipe bent along the lower end of the submerged object, slides inside this guide pipe, and has a nozzle protruding from a slit provided in the length direction of the guide pipe. A device for depositing underground objects.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2571884A JPS60173218A (en) | 1984-02-14 | 1984-02-14 | Method and apparatus for settling object into ground |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2571884A JPS60173218A (en) | 1984-02-14 | 1984-02-14 | Method and apparatus for settling object into ground |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS60173218A JPS60173218A (en) | 1985-09-06 |
| JPH0526894B2 true JPH0526894B2 (en) | 1993-04-19 |
Family
ID=12173569
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2571884A Granted JPS60173218A (en) | 1984-02-14 | 1984-02-14 | Method and apparatus for settling object into ground |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS60173218A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2021172540A1 (en) * | 2020-02-28 | 2021-09-02 | 国立研究開発法人海洋研究開発機構 | Method for recovering rare-earth mud, and recovery system |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0619136B2 (en) * | 1988-01-27 | 1994-03-16 | 克巳 北中 | Slime removal device at the bottom of pile holes |
| JP7302585B2 (en) * | 2020-12-18 | 2023-07-04 | Ｊｆｅスチール株式会社 | Steel pipe pile, construction method of the steel pipe pile, design method of the steel pipe pile, manufacturing method of the steel pipe pile |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5677552U (en) * | 1979-11-21 | 1981-06-24 |
-
1984
- 1984-02-14 JP JP2571884A patent/JPS60173218A/en active Granted
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2021172540A1 (en) * | 2020-02-28 | 2021-09-02 | 国立研究開発法人海洋研究開発機構 | Method for recovering rare-earth mud, and recovery system |
| JP2021134626A (en) * | 2020-02-28 | 2021-09-13 | 国立研究開発法人海洋研究開発機構 | Rare earth mud recovery method and recovery system |
| JP2021139270A (en) * | 2020-02-28 | 2021-09-16 | 国立研究開発法人海洋研究開発機構 | Rare earth mud recovery method and recovery system |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS60173218A (en) | 1985-09-06 |
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