JPS63219728A - Settlement of bottomless well cylinder - Google Patents
Settlement of bottomless well cylinderInfo
- Publication number
- JPS63219728A JPS63219728A JP5161187A JP5161187A JPS63219728A JP S63219728 A JPS63219728 A JP S63219728A JP 5161187 A JP5161187 A JP 5161187A JP 5161187 A JP5161187 A JP 5161187A JP S63219728 A JPS63219728 A JP S63219728A
- Authority
- JP
- Japan
- Prior art keywords
- well
- gravel
- space
- ground
- bottomless
- 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
- 238000000034 method Methods 0.000 claims abstract description 5
- 230000005484 gravity Effects 0.000 claims abstract description 3
- 238000007790 scraping Methods 0.000 claims description 2
- 238000004062 sedimentation Methods 0.000 claims description 2
- 101100116570 Caenorhabditis elegans cup-2 gene Proteins 0.000 abstract 1
- 241001052209 Cylinder Species 0.000 abstract 1
- 101100116572 Drosophila melanogaster Der-1 gene Proteins 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 230000002093 peripheral effect Effects 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 238000009412 basement excavation Methods 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
Abstract
Description
【発明の詳細な説明】 [産業上の利用分野] 本発明は無底井筒の沈下工法に関するものである。[Detailed description of the invention] [Industrial application field] The present invention relates to a construction method for sinking a bottomless well.
[従来の技術]
ウェル沈下の抵抗力としては、底面支持力と局面摩擦力
とがある。[Prior Art] Resistance forces against well sinking include bottom support force and surface friction force.
底面支持力を小さくするには、単に刃先部の地盤を掘削
除去するが、局面摩擦力を小さくするにはウェル外周面
に強制的に空気幕または水幕を造るか、或いは特公昭5
3−7723号公報に記載された壁面流効果など各種工
法がとられている。To reduce the bottom supporting force, simply excavate and remove the ground at the cutting edge, but to reduce the surface friction force, it is necessary to forcibly create an air curtain or water curtain on the outer circumferential surface of the well, or to
Various construction methods have been used, such as the wall flow effect described in Publication No. 3-7723.
しかしこれらはウェル外周面にネガティブ・フリクショ
ンを発生させる効果はない。However, these do not have the effect of generating negative friction on the outer peripheral surface of the well.
[発明が解決しようとする問題点]
本発明の課題は空間砂利の沈降減摩効果により、陸層り
でも水中層りでもウェルを用意に沈下させることができ
る無底井筒の沈下工法を提供することにある。[Problems to be Solved by the Invention] An object of the present invention is to provide a method for sinking a bottomless well that can easily sink a well in either a land layer or an underwater layer due to the sedimentation and anti-friction effect of spatial gravel. There is a particular thing.
[問題点を解決するための手段]
本発明の手段はウェルの刃先によって形成されたウェル
外周面と地盤との間の空間に砂利を入れ、ウェルの刃口
付近に開設した複数の窓孔から砂利を掻出すことにより
空間砂利が重力作用で沈降し、この沈降作用でウェル外
周面に下向きの摩擦力(ネガティブ・フリクション)を
発生させてウェルを沈下させるようにしたことである。[Means for Solving the Problems] The means of the present invention is to introduce gravel into the space between the ground and the outer circumferential surface of the well formed by the cutting edge of the well, and to fill the space between the ground and the outer peripheral surface of the well through a plurality of window holes opened near the cutting edge of the well. By scraping out the gravel, the spatial gravel settles due to the action of gravity, and this settling action generates a downward frictional force (negative friction) on the outer circumferential surface of the well, causing the well to sink.
[* 施 例]
第1図は陸堀り工法を示し、第2図は水中1屈りの実施
例を示す。[*Example] Fig. 1 shows the land excavation method, and Fig. 2 shows an example of the underwater method.
何れも図中1は無底井筒(ウェル)、2はその刃口で刃
先7を有する。刃口2の基部に窓孔3を所用間隔置きに
あける。4は刃口2の刃先7によって無底井筒1と地盤
6の間に形成された空間でこの空間4に砂利5を入れる
。In each figure, 1 is a bottomless well, and 2 is a cutting edge 7. Window holes 3 are made at required intervals at the base of the blade mouth 2. 4 is a space formed between the bottomless well 1 and the ground 6 by the cutting edge 7 of the cutting mouth 2, and gravel 5 is put into this space 4.
そして第1図の場合は人力によって窓孔3がら空間砂利
5の一部を掻き出す。In the case of FIG. 1, a part of the space gravel 5 is scraped out from the window hole 3 by hand.
第2図の水中間りで潜水夫により窓孔3がら空間砂利5
の一部を掻き出すか、或いは水中ポンプ8で井筒内の水
を揚水し、空間砂利5上に注入する。かくして空間砂利
に下向流が生じ水は窓孔に集まりその流速によって空間
砂利の一部が流れ出る。掻き出された砂利に追随して空
間砂利は下降し、無底井筒1の外周面にネガティブ・フ
リクシ冒ンが発生し、井筒1の沈下を促進する。As shown in Figure 2, the space gravel 5 is removed from the window hole 3 by a diver underwater.
Either a part of the well is scraped out, or the water in the well is pumped up with a submersible pump 8 and injected onto the space gravel 5. In this way, a downward flow is generated in the space gravel, and water collects at the window hole, and a part of the space gravel flows out due to the flow velocity. The space gravel descends following the scraped out gravel, and negative friction is generated on the outer peripheral surface of the bottomless well 1, promoting the sinking of the well 1.
[発明の効果]
本発明によれば、周辺地盤を乱すことな(、安全迅速に
無底井筒の沈下を促進させることができる。[Effects of the Invention] According to the present invention, it is possible to safely and quickly promote the sinking of a bottomless well without disturbing the surrounding ground.
図面は本発明による無底井筒の沈下工法の一実施例を示
したもので、第1図は陸]屈り工法を示す縦断正面図、
第2図は水中ta リ工法を示す縦断正面図である。
1・・無底井筒 2・・・刃口 3・・・窓孔 4・・
・空間 5・・・空間砂利 6・・地盤 7・・・刃先
第i、図
第2図
昭和62年6月7゜日The drawings show an embodiment of the sinking construction method for bottomless wells according to the present invention, and FIG.
Figure 2 is a longitudinal sectional front view showing the underwater tall construction method. 1...bottomless well 2...blade mouth 3...window hole 4...
・Space 5... Space gravel 6... Ground 7... Cutting edge No. i, Figure 2, June 7, 1986
Claims (1)
の間の空間に砂利を入れ、ウェルの刃口付近に開設した
複数の窓孔から砂利を掻き出すことにより空間砂利が重
力の作用で沈降し、この沈降作用でウェル外周面に下向
きの摩擦力(ネガティブ・フリクション)を発生させて
ウェルを沈下させる無底井筒の沈下工法。Gravel is poured into the space between the well outer circumferential surface formed by the cutting edge of the well and the ground, and by scraping out the gravel through multiple window holes created near the cutting edge of the well, the space gravel settles under the action of gravity. This sedimentation method generates downward friction (negative friction) on the outer surface of the well, causing the well to sink.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5161187A JPS63219728A (en) | 1987-03-06 | 1987-03-06 | Settlement of bottomless well cylinder |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5161187A JPS63219728A (en) | 1987-03-06 | 1987-03-06 | Settlement of bottomless well cylinder |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS63219728A true JPS63219728A (en) | 1988-09-13 |
JPH0448130B2 JPH0448130B2 (en) | 1992-08-05 |
Family
ID=12891700
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP5161187A Granted JPS63219728A (en) | 1987-03-06 | 1987-03-06 | Settlement of bottomless well cylinder |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS63219728A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH02269225A (en) * | 1989-04-11 | 1990-11-02 | Taisei Corp | Structure for caisson |
JP2007211456A (en) * | 2006-02-08 | 2007-08-23 | Nissan Rinkai Construction Co Ltd | Inclination correcting system and discharge port opening/closing system |
-
1987
- 1987-03-06 JP JP5161187A patent/JPS63219728A/en active Granted
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH02269225A (en) * | 1989-04-11 | 1990-11-02 | Taisei Corp | Structure for caisson |
JP2007211456A (en) * | 2006-02-08 | 2007-08-23 | Nissan Rinkai Construction Co Ltd | Inclination correcting system and discharge port opening/closing system |
Also Published As
Publication number | Publication date |
---|---|
JPH0448130B2 (en) | 1992-08-05 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Podladchikov et al. | Numerical models of complex diapirs | |
EP1657364A3 (en) | Method for recovering the under water ecosystem of a river | |
CN101994319A (en) | Land oversized open caisson subsidence construction method | |
JPS62288218A (en) | Settlement caisson | |
JPS63219728A (en) | Settlement of bottomless well cylinder | |
DE3751705D1 (en) | Method and device for making a well | |
JP2009102915A (en) | Method of treating extra-fill concrete and extra-fill concrete treatment tool | |
JPH05214741A (en) | Underwater excavator | |
JP2530615B2 (en) | Airlift dredging device | |
JP2020029646A (en) | Dredge device and method | |
JP2709189B2 (en) | Slime treatment equipment | |
Gillespie | The nature of channel planform change: Brazos River, Texas. | |
US3712066A (en) | Filling sand drain holes | |
Moore et al. | Layered deposits and pitted terrain in the circum Hellas region | |
JP2526333B2 (en) | How to build a vertical shaft | |
Fernandes et al. | A new mechanism for terrace formation in submarine canyons | |
SU857366A2 (en) | Dredger soil suction device | |
JP2003138611A (en) | Method for constructing water collecting well | |
Graves et al. | 9. Water Resources and Aquatic Fauna at Grasshopper Pueblo | |
JPS63118418A (en) | Setting work of large-size caisson | |
JP3375634B2 (en) | Caisson laying method and caisson | |
JP2000192460A (en) | Subaqueous bottom embanking method by fluid solidified soil | |
KR200359229Y1 (en) | Under water bolck | |
SU1273569A1 (en) | Method of sinking mine shafts | |
SU832131A1 (en) | Immersible dredger |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
S111 | Request for change of ownership or part of ownership |
Free format text: JAPANESE INTERMEDIATE CODE: R313115 |
|
R350 | Written notification of registration of transfer |
Free format text: JAPANESE INTERMEDIATE CODE: R350 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
EXPY | Cancellation because of completion of term |