JPS6213449B2 - - Google Patents

Info

Publication number
JPS6213449B2
JPS6213449B2 JP57181798A JP18179882A JPS6213449B2 JP S6213449 B2 JPS6213449 B2 JP S6213449B2 JP 57181798 A JP57181798 A JP 57181798A JP 18179882 A JP18179882 A JP 18179882A JP S6213449 B2 JPS6213449 B2 JP S6213449B2
Authority
JP
Japan
Prior art keywords
seabed
shaft
steel pipe
artificial island
cement
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
Application number
JP57181798A
Other languages
Japanese (ja)
Other versions
JPS5972324A (en
Inventor
Kenjiro Jinbo
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP18179882A priority Critical patent/JPS5972324A/en
Publication of JPS5972324A publication Critical patent/JPS5972324A/en
Publication of JPS6213449B2 publication Critical patent/JPS6213449B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D23/00Caissons; Construction or placing of caissons
    • E02D23/02Caissons able to be floated on water and to be lowered into water in situ

Description

【発明の詳細な説明】 この発明は、人工島利用の立坑開削のための海
底下地盤強化方法に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for reinforcing seabed foundation for excavating a shaft using an artificial island.

従来までの海底採掘炭砿は、坑内通気の限界か
ら陸地や島から数Kmの沖合までの稼行に限定され
ている。この発明の目的は、現在稼行中の海底採
掘炭砿の海底沖合への一層の発展及び新規沖合海
底炭田開発のため、立坑構築用鋼管を有する単数
もしくは複数個のコンクリート構造のケーソンを
海底沖合に沈めて立坑開削用人工島を構築するこ
とであるが、陸上で立坑を開削する場合と異な
り、従来からの技術を駆使して構築する人工島
に、更に加えて波浪に対する安定性、人工島の自
重による沈下の防止、人工島底面のへどろの凝結
化、人工島底面と海底面との間隙及び海底下地盤
からの立坑開削時に予想される出水の防止工を実
施し、海底下への立坑開削のため海底下地盤を強
化した人工島を構築して、新規海底採掘炭砿開発
のための立坑建設を意図するものである。
Conventional undersea coal mining has been limited to operations several kilometers offshore from land or islands due to limitations in underground ventilation. The purpose of this invention is to sink one or more concrete-structured caissons having steel pipes for constructing vertical shafts into the seabed offshore, in order to further develop the seabed coal mining currently in operation to the seabed offshore and to develop new offshore seabed coalfields. However, unlike the case of excavating a shaft on land, the artificial island is constructed using conventional technology, and in addition, it has to be stable against waves and the artificial island's own weight. We will prevent the sinking of the artificial island, prevent the condensation of sludge on the bottom of the artificial island, and prevent water from flowing out when excavating the gap between the artificial island's bottom and the seabed and the shaft beneath the seabed. Therefore, the intention is to construct an artificial island with reinforced undersea foundations and construct a shaft for the development of new seabed mining coal.

この発明の目的を達成するために、人工島内に
建設する立坑数は、入気または排気立坑を各1本
とした場合、入気及び排気立坑を複数本〈本発明
では入気と排気とを各1本で計2本〉とし、コン
クリート構造からなる人工島の外枠を上下に2分
割した立坑の外枠となる立坑構築用鋼管を有する
上部ケーソン2、下部ケーソン1の各ケーソンを
陸上施設で製作する。
In order to achieve the purpose of this invention, the number of vertical shafts to be constructed within an artificial island should be changed from one inlet shaft to one exhaust shaft to a plurality of inlet and exhaust shafts (in the present invention, inlet and exhaust shafts are constructed separately). The upper caisson 2 and the lower caisson 1 each have steel pipes for shaft construction, which are the outer frame of the shaft that divides the outer frame of the artificial island made of concrete into upper and lower halves. Manufactured with

次に製作した下部ケーソン1を浮上させて、海
岸沖合の人工島設置箇所まで曳航した後海底に沈
める。人工島の立坑構築用鋼管〈下部〉4の外側
等〈下部ケーソン1の内側を含む〉に配置したガ
イドパイプを通じて掘削装置を設備した海上掘削
船10により海底下地盤に所要の深さまで坑井を
掘削すると共に、掘削した坑井に鋼管パイル5を
埋設する。
Next, the manufactured lower caisson 1 is floated to the surface, towed to the artificial island installation site off the coast, and then sunk to the seabed. A well is drilled into the seabed subsurface to the required depth by an offshore drilling vessel 10 equipped with a drilling device through a guide pipe placed on the outside of the steel pipe (lower part) 4 for constructing a shaft on an artificial island (including the inside of the lower caisson 1). While excavating, a steel pipe pile 5 is buried in the excavated well.

前記掘削坑井の内周壁と埋設鋼管パイル5の外
周壁との間の環状間隙部13及び海底面に着底し
た下部ケーソン底部11との間の間隙にセメント
を注入し凝結させる。
Cement is injected into the annular gap 13 between the inner circumferential wall of the excavated well and the outer circumferential wall of the buried steel pipe pile 5 and the gap between the lower caisson bottom 11 that has landed on the seabed surface and is allowed to solidify.

前記セメントの凝結後、前記埋設鋼管パイル5
の内部から、凝結セメント部14を通じて海底下
地盤の軟弱箇所等〈海底下地盤内亀裂16、下部
ケーソン底部と海底面との間隙部17、下部ケー
ソン底面下のへどろ部を含む〉に対しガンパーフ
オレーシヨンによりガンパーフオレーシヨン孔1
5を貫通させ、該15を通じて前記海底下地盤の
軟弱箇所等に対しセメントを注入し凝結させる。
After the cement sets, the buried steel pipe pile 5
The gun is applied from the inside of the seabed through the setting cement part 14 to soft spots in the seabed subsoil (including cracks 16 in the seabed subsoil, gaps 17 between the bottom of the lower caisson and the bottom of the seabed, and hollow parts under the bottom of the lower caisson). Gun perflation hole 1 due to perflation
5 is penetrated, and cement is injected into the soft parts of the seabed sub-soil through said seabed base 15 and allowed to solidify.

以上の工程により人工島利用の立坑開削のため
の海底下地盤強化方法によつて、人工島の自重に
よる沈下の防止、立坑開削時における海底下地盤
の軟弱箇所等からの出水を防止することが可能と
なる。
Through the above process, the method of strengthening the seabed foundation for excavating a shaft using an artificial island can prevent the artificial island from sinking due to its own weight, and prevent water from flowing out from weak spots in the seabed foundation when excavating the shaft. It becomes possible.

この発明を図面に従つて説明すると、第1図は
海底下地盤を強化した人工島を構築して立坑開削
の準備を完了した図面で、必要とする付帯設備は
省略したものである。第2図は、陸上施設で製作
した立坑の外枠となる立坑構築用鋼管<下部>4
を取付けた下部ケーソン1を浮上させた図であ
る。第3図は前記1を人工島設置箇所まで曳航し
た後、ケーソン内に海水を注入し海底に沈め、前
記1の内側に配置したガイドパイプを通じて、海
上掘削船10の船上から、鋼管パイル5を地中に
埋設するため、所要海底下まで1坑の掘削中を示
す図である。第4図は、海上掘削船10による掘
削と鋼管パイル5の埋設を完了した後、下部ケー
ソン1を重力により安定させるため、砂利または
砕石7を運搬船により前記1内に海上から投入中
の図である。第5図は、陸上施設で製作した立坑
の外枠となる立坑構築用鋼管<上部>3を取付け
た上部ケーソン2を浮上させた図である。それか
ら海底に設置した下部ケーソン1上まで曳航した
後、前記1上に前記2を積み重ね人工島の外枠を
構築する。
To explain this invention according to the drawings, Fig. 1 is a drawing showing an artificial island with reinforced undersea foundations constructed and preparations for excavating a shaft completed, with necessary incidental equipment omitted. Figure 2 shows the steel pipe for shaft construction (lower part) 4, which will be the outer frame of the shaft manufactured at an onshore facility.
FIG. 2 is a floating view of the lower caisson 1 with the caisson attached thereto. FIG. 3 shows that after the above-mentioned 1 is towed to the artificial island installation location, seawater is injected into the caisson, it is sunk to the seabed, and the steel pipe pile 5 is pulled from the board of the offshore drilling vessel 10 through the guide pipe placed inside the above-mentioned 1. It is a diagram showing one well being excavated to the required depth below the seabed in order to bury it underground. FIG. 4 shows a state in which gravel or crushed stone 7 is being poured into the lower caisson 1 from the sea by a transport ship in order to stabilize the lower caisson 1 by gravity after completion of excavation and burying of the steel pipe pile 5 by the offshore drilling ship 10. be. FIG. 5 is a floating view of the upper caisson 2 to which the shaft construction steel pipe <upper part> 3, which will be the outer frame of the shaft manufactured at an onshore facility, is attached. After that, it is towed to above the lower caisson 1 installed on the seabed, and then the above 2 is stacked on top of the above 1 to construct the outer frame of the artificial island.

第6図は、第3図の掘削装置を設備した海上掘
削船10の船上から鋼管パイル5を海底下地盤1
2に埋設するため、前記12への掘削を行い、必
要数の鋼管パイル5を降下させ、前記5の外周と
海底下地盤12との環状間隙部13及び下部ケー
ソン底部11と海底面との間隙部17とに注入セ
メント14によるセメント注入を行つた図で、鋼
管パイル5の外周と海底下地盤12との凝結によ
る摩擦抵抗の増大により、人工島の波浪に対する
安定性及び人工島の自重による沈下の防止、並び
に立坑開削時における前記間隙部17からの出水
の防止を図つたものである。
FIG. 6 shows a steel pipe pile 5 being placed on a seabed base 1 from aboard an offshore drilling ship 10 equipped with the drilling rig shown in FIG.
2, excavation is carried out into the above 12, and the required number of steel pipe piles 5 are lowered, and the annular gap 13 between the outer periphery of the above 5 and the seabed base 12 and the gap between the lower caisson bottom 11 and the seabed surface are filled. This is a diagram in which cement is injected into the portion 17 with the injection cement 14, and the increase in frictional resistance due to condensation between the outer periphery of the steel pipe pile 5 and the seabed foundation 12 reduces the stability of the artificial island against waves and the sinking of the artificial island due to its own weight. This is intended to prevent water from flowing out from the gap 17 during excavation of the vertical shaft.

第7図において、前記凝結セメント部14の凝
結後、ガンパーフオレーシヨンによつて鋼管パイ
ル5の内部から海底下地盤12の軟弱箇所に貫通
したガンパーフオレーシヨン孔15を示している
が、また第7図はこのガンパーフオレーシヨンに
よつて凝結セメント部14を更に貫通して海底下
地盤12の軟弱箇所の一部を破壊した海底下地盤
内亀裂16を示している。
FIG. 7 shows a gunperflation hole 15 that penetrates from the inside of the steel pipe pile 5 to a soft spot in the seabed subsoil 12 by gunperflation after the setting cement portion 14 has set. FIG. 7 shows a crack 16 in the seabed subsoil which has further penetrated the set cement portion 14 and destroyed a part of the soft spot of the seabed subsoil 12 due to this gunperflation.

ガンパーフオレーシヨンは油田開発において油
層内の原油を埋設ケーシング鋼管内に流出させる
ために、ケーシング鋼管内の必要箇所に弾丸を発
射して、前記鋼管及び鋼管外周の凝結セメント部
を貫通して、油層の一部を破壊する方法として広
く使用されている。
Gunperflation is a process in oil field development in which crude oil in an oil reservoir flows out into a buried steel casing pipe by firing bullets at necessary locations within the steel casing pipe to penetrate the steel pipe and the solidified cement part on the outer periphery of the steel pipe. It is widely used as a method to destroy parts of oil reservoirs.

本発明は、ガンパーフオレーシヨン孔15を通
じて、原油を流出させるのではなく、第8図に示
す通り前記15を通じて海底下地盤12の軟弱箇
所にセメント注入して海底下地盤の強化を狙つた
ものである。すなわち、第8図はガンパーフオレ
ーシヨン孔15を通じて、海底下地盤内亀裂16
中にセメントを注入して凝結セメント部14を形
成し、引続き鋼管パイル5内部にも前記14を形
成した状態を示した図で、これによつて海底下地
盤12の強化を行い、併せて立坑開削時における
出水の防止を図つたものである。
The present invention aims to strengthen the seabed foundation by injecting cement into the weak spots of the seabed foundation 12 through the gunperflation hole 15, as shown in FIG. 8, instead of letting crude oil flow out through the gunperflation hole 15. It is. In other words, FIG.
This is a diagram showing a state in which cement is injected into the interior of the steel pipe pile 5 to form a set cement portion 14, and the aforementioned 14 is subsequently formed inside the steel pipe pile 5. This strengthens the seabed base 12 and also strengthens the vertical shaft. This is to prevent water from flowing out during excavation.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は、立坑開削のための海底下地盤を強化
した人工島を構築した例示としての説明図で、第
2,3,4,5の各図はこの主な工程を示した図
である。第6,7,8の各図は、鋼管パイルを海
底下地盤に埋設してセメント注入及びガンパーフ
オレーシヨンを行つて海底下地盤の強化を行う主
な工程を示した図である。 1……下部ケーソン、2……上部ケーソン、3
……立坑構築用鋼管〈上部〉、4……立坑構築用
鋼管〈下部〉、5……鋼管パイル、7……砂利ま
たは砕石、10……海上掘削船、11……下部ケ
ーソン底部、12……海底下地盤、13……環状
間隙部、14……凝結セメント部、15……ガン
パーフオレーシヨン孔、16……海底下地盤内亀
裂、17……下部ケーソン底部と海底面との間隙
部。
Figure 1 is an explanatory diagram illustrating the construction of an artificial island with reinforced seabed foundation for excavating a shaft, and Figures 2, 3, 4, and 5 are diagrams showing the main steps of this process. . Figures 6, 7, and 8 are diagrams showing the main steps of burying steel pipe piles in the seabed foundation and performing cement injection and gunperflation to strengthen the seabed foundation. 1...Lower caisson, 2...Upper caisson, 3
... Steel pipe for shaft construction <upper>, 4 ... Steel pipe for shaft construction <lower>, 5 ... Steel pipe pile, 7 ... Gravel or crushed stone, 10 ... Offshore drilling ship, 11 ... Lower caisson bottom, 12 ... ...Seafloor subgrade, 13...Annular gap, 14...Set cement part, 15...Gumper formation hole, 16...Crack in the seabed subsoil, 17...Gap between the bottom of the lower caisson and the seabed surface .

Claims (1)

【特許請求の範囲】 1 立坑構築用鋼管を有する単数もしくは複数個
のケーソンを海岸沖合に沈めて立坑開削用人工島
を構築する工程〈a工程〉と、掘削装置を設備し
た海上掘削船により前記人工島の立坑構築用鋼管
の外側等に配置したガイドパイプを通じて海底下
地盤に所要の深さまで坑井を掘削すると共に該坑
井に鋼管パイルを埋設する工程〈b工程〉と、 前記掘削坑井の内周壁と前記埋設鋼管パイルの
外周壁との間の環状間隙部及び海底面に着底した
ケーソン下部と海底面との間の間隙にセメントを
注入凝結させる工程〈c工程〉、 前記セメントの凝結後、前記埋設鋼管パイルの
内部から凝結セメント部を通じて海底下地盤の軟
弱箇所等に対しガンパーフオレーシヨンによりガ
ンパーフオレーシヨン孔を貫通させ、該パーフオ
レーシヨン孔を通じて前記海底下地盤の軟弱箇所
等に対しセメントを注入凝結させる工程〈d工
程〉、 以上のaないしd工程からなることを特徴とす
る人工島利用の立坑開削のための海底下地盤強化
方法。
[Scope of Claims] 1. A step of constructing an artificial island for shaft excavation by sinking one or more caissons having steel pipes for shaft construction off the coast (step a), and a step of constructing an artificial island for shaft excavation by a offshore drilling ship equipped with a drilling equipment. A step (b step) of excavating a well to a required depth in the seabed subsurface through a guide pipe placed on the outside of a steel pipe for constructing a shaft on an artificial island, and burying a steel pipe pile in the well; Step (c) of injecting and condensing cement into the annular gap between the inner circumferential wall of the pile and the outer circumferential wall of the buried steel pipe pile and the gap between the lower part of the caisson that has landed on the seabed and the seabed; After solidification, a gun perforation hole is penetrated from the inside of the buried steel pipe pile through the solidifying cement part to a soft spot in the seabed base by gun perforation, and the soft spot in the seabed base is penetrated through the perforation hole. A method for strengthening the seabed foundation for excavating a shaft using an artificial island, characterized by comprising the steps a to d described above, including a step (d step) of injecting and condensing cement.
JP18179882A 1982-10-16 1982-10-16 Construction of artificial islet for excavation of shaft Granted JPS5972324A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18179882A JPS5972324A (en) 1982-10-16 1982-10-16 Construction of artificial islet for excavation of shaft

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18179882A JPS5972324A (en) 1982-10-16 1982-10-16 Construction of artificial islet for excavation of shaft

Publications (2)

Publication Number Publication Date
JPS5972324A JPS5972324A (en) 1984-04-24
JPS6213449B2 true JPS6213449B2 (en) 1987-03-26

Family

ID=16107040

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18179882A Granted JPS5972324A (en) 1982-10-16 1982-10-16 Construction of artificial islet for excavation of shaft

Country Status (1)

Country Link
JP (1) JPS5972324A (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4940995B2 (en) * 2007-02-23 2012-05-30 株式会社ジェイテクト One-way clutch
JP4943915B2 (en) * 2007-03-29 2012-05-30 Ntn株式会社 One-way clutch
TWM324136U (en) * 2007-06-27 2007-12-21 Thai Dieng Industry Co Ltd Unidirectional bearing

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS512721A (en) * 1974-06-28 1976-01-10 Yamato Kenzai Kk KONKURIITOBUROTSUKUNO SETSUDANMENDORISOCHI
JPS5771936A (en) * 1980-10-20 1982-05-06 Penta Ocean Constr Co Ltd Caisson with cover

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS512721A (en) * 1974-06-28 1976-01-10 Yamato Kenzai Kk KONKURIITOBUROTSUKUNO SETSUDANMENDORISOCHI
JPS5771936A (en) * 1980-10-20 1982-05-06 Penta Ocean Constr Co Ltd Caisson with cover

Also Published As

Publication number Publication date
JPS5972324A (en) 1984-04-24

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