JPS6238513B2 - - Google Patents

Info

Publication number
JPS6238513B2
JPS6238513B2 JP21414681A JP21414681A JPS6238513B2 JP S6238513 B2 JPS6238513 B2 JP S6238513B2 JP 21414681 A JP21414681 A JP 21414681A JP 21414681 A JP21414681 A JP 21414681A JP S6238513 B2 JPS6238513 B2 JP S6238513B2
Authority
JP
Japan
Prior art keywords
support
support plate
guide pipe
pipe
tube
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
JP21414681A
Other languages
Japanese (ja)
Other versions
JPS58113487A (en
Inventor
Kaneo Tobe
Susumu Sato
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.)
CHUO KAIHATSU
Original Assignee
CHUO KAIHATSU
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 CHUO KAIHATSU filed Critical CHUO KAIHATSU
Priority to JP21414681A priority Critical patent/JPS58113487A/en
Publication of JPS58113487A publication Critical patent/JPS58113487A/en
Publication of JPS6238513B2 publication Critical patent/JPS6238513B2/ja
Granted legal-status Critical Current

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  • Earth Drilling (AREA)

Description

【発明の詳細な説明】 本発明は、水底地盤を水上より試錐する為のケ
ーシングパイプ及び試錐ロツドを挿通案内するガ
イドパイプの支持装置に係り、更に詳しくは、軟
弱地盤にガイドパイプを貫入せしめて水上ボーリ
ングを行なうガイドパイプ支持装置に関するもの
である。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a support device for a guide pipe that guides the insertion of a casing pipe and a drilling rod for drilling into underwater ground from above the water. This invention relates to a guide pipe support device for water boring.

水底地盤を水上より試錐する場合は、試錐地点
にガイドパイプを垂直に設置し、ガイドパイプ内
にケーシングパイプ及び試錐ロツドを挿入し、試
錐ロツドを回転推進させることが必要である。従
来、この水上ボーリングを行なうに際しては、そ
の規模に応じて水上にやぐらや人工島を構築し、
これらを作業基地とする等の方法により行なわれ
ていた。しかしながら、やぐら、人工島の構築は
経済的にも大きな負担となり、作業も困難であ
る。
When drilling into underwater ground from above the water, it is necessary to install a guide pipe vertically at the drilling point, insert a casing pipe and a drilling rod into the guide pipe, and rotate and propel the drilling rod. Traditionally, when performing water boring, a tower or artificial island was built on the water depending on the scale of the drilling.
This was carried out by methods such as using these as work bases. However, constructing towers and artificial islands is a huge economic burden and the work is difficult.

そこで水上からガイドパイプを直接水底地盤へ
貫入して、その地盤支持力によつてガイドパイプ
を堅固な構造とし、これにケーシングパイプ及び
試錐ロツトを挿入して水上ボーリングを行なうこ
とが実施されている。しかしながら、水底地盤が
軟弱地盤の場合は、ガイドパイプがその自重、そ
の他の力で許容以上の深さまで自ら貫入してしま
う場合が多い。又、地盤に貫入したガイドパイプ
及びその固定装置をを引揚げる為に大きな力を必
要とする。
Therefore, a method has been implemented in which a guide pipe is directly penetrated into the underwater ground from above the water, the support force of the ground is used to make the guide pipe a solid structure, and a casing pipe and a drilling rod are inserted into this guide pipe to perform underwater boring. . However, when the bottom of the water is soft, the guide pipe often penetrates to a depth beyond its allowable limit due to its own weight and other forces. Also, a large force is required to pull up the guide pipe and its fixing device that have penetrated the ground.

本発明の目的は軟弱な水底地盤の水上ボーリン
グに好適であり、ガイドパイプ又はその代替品が
所望の深さ以上に貫入することなく、引揚時の所
要動力も過大とならず、水底地盤の傾斜にも追随
することができる水上ボーリング用ガイドパイプ
支持装置を提供するにある。
The object of the present invention is to be suitable for underwater boring of soft underwater ground, to prevent the guide pipe or its substitute from penetrating beyond the desired depth, to avoid excessive power required for withdrawal, and to improve the slope of the underwater ground. To provide a guide pipe support device for water boring that can follow the same conditions.

本発明による水上ボーリング用ガイドパイプ支
持装置は、水上ボーリング用のケーシングパイプ
及び試錐ロツドを挿通案内するガイドパイプの最
下段の単管を接続し、軟弱な水底地盤に垂直にそ
の中間部迄進入せしめられる支持管と、該支持管
の先端に結合され、その先端が水底面下所望の深
さに到達する長さの埋込管と、該支持管の中間部
周壁を囲んで該支持管に接合され、該支持管との
接合部近傍の中央部と3個以上に分割された周縁
部よりなり、各周縁部が中央部にヒンジ結合さ
れ、且つ、各分割周縁部が中央部面より上側に回
動しないようにしてある支持板と、よりなること
を特徴とする装置である。
The guide pipe support device for floating boring according to the present invention connects the lowest single pipe of the guide pipe through which a casing pipe for floating boring and a drilling rod are inserted and guides, and allows the device to enter perpendicularly into soft underwater ground up to the middle part thereof. an embedded tube connected to the tip of the support tube and having a length such that the tip reaches a desired depth below the bottom surface of the water; It consists of a central part near the joint with the support tube and a peripheral part divided into three or more parts, each peripheral part being hinged to the central part, and each divided peripheral part being above the central part surface. This device is characterized by a support plate that is designed not to rotate.

本発明による水上ボーリング用ガイドパイプ支
持装置の好ましい態様においては、前記各分割周
縁部の中央部面より上側への回動防止手段が、該
中央部上側に分割周縁部の回動位置まで延伸させ
て溶接された複数本のビームである。
In a preferred embodiment of the guide pipe support device for water boring according to the present invention, the means for preventing rotation of each divided peripheral edge portion above the central portion surface extends above the central portion to the rotation position of the divided peripheral edge portion. It is made up of multiple beams welded together.

本発明による水上ボーリング用ガイドパイプ支
持装置の更に好ましい一態様においては、前記支
持管と支持板との接合が溶接による剛接であり、
又は更に該支持管と支持板との間にリブが設けて
あり、他の好ましい一態様においては、前記支持
管及び支持板がそれぞれ球関節及び球面座を有
し、該球関節及び球面座により、該支持板が、支
持管に傾動可能に接合されている。
In a further preferred embodiment of the guide pipe support device for water boring according to the present invention, the support pipe and the support plate are rigidly connected by welding,
Or further, a rib is provided between the support tube and the support plate, and in another preferred embodiment, the support tube and the support plate each have a ball joint and a spherical seat, and the ball joint and the spherical seat provide a rib. , the support plate is tiltably joined to the support tube.

以下、本発明による装置を実施例の図面の第1
図に基づいて説明する。
Hereinafter, the apparatus according to the present invention will be described in the first embodiment of the drawings.
This will be explained based on the diagram.

この支持装置は支持管1と、埋込管2と支持板
3よりなる。支持管1は軟弱な水底地盤に垂直に
その中間部(支持板取付位置。)迄進入せしめら
れる。支持管1の上部フランジ1Aにはガイドパ
イプの最下段の単管4のフランジ接合される。ガ
イドパイプは最下段の単管4に遂次単管を接続し
て最上段の単管を水面上に突出せしめて形成され
る。埋込管2は支持管1の下部フランジ1Bに接
合せしめられ、その先端が水底面下所望の深さに
到達する長さとされている。
This support device consists of a support tube 1, an embedded tube 2, and a support plate 3. The support pipe 1 is vertically inserted into the soft underwater ground up to its intermediate portion (support plate mounting position). The upper flange 1A of the support tube 1 is joined to the flange of the single tube 4 at the lowest stage of the guide pipe. The guide pipe is formed by successively connecting the lowermost single pipe 4 to the lowermost single pipe 4 and making the uppermost single pipe protrude above the water surface. The embedded pipe 2 is joined to the lower flange 1B of the support pipe 1, and has a length such that its tip reaches a desired depth below the water bottom surface.

支持板3は支持管1の中間部周壁を囲んで支持
管1に接合されている。第1図の実施例において
は、支持板3は支持管1に溶接により垂直に剛接
され、更にリブ5で補強されている。支持板3の
大きさは、水底地盤の地耐力及びガイドパイプの
自重其他支持板3に加わる荷重の大きさによつて
適宜定める。支持管1を上下に区分し、下部支持
管の上端フランジとして支持板3を剛接し、その
上に上部支持管を接合して、支持板3の強度を増
加するようにしてもよい。又、上、下部支持管の
径を異にしてもよい。
The support plate 3 surrounds the peripheral wall of the intermediate portion of the support tube 1 and is joined to the support tube 1 . In the embodiment shown in FIG. 1, the support plate 3 is rigidly connected perpendicularly to the support tube 1 by welding, and is further reinforced with ribs 5. The size of the support plate 3 is appropriately determined depending on the bearing capacity of the underwater ground, the weight of the guide pipe, and the magnitude of other loads applied to the support plate 3. The strength of the support plate 3 may be increased by dividing the support tube 1 into upper and lower parts, rigidly connecting the support plate 3 as an upper end flange of the lower support tube, and joining the upper support tube thereon. Further, the diameters of the upper and lower support tubes may be different.

支持板3は、支持管1との接合部近傍の中央部
3Aと3個以上(実施例では4個。)に分割され
た周縁部3Bよりなつている。各周縁部3Bは中
央部3Aにピン6によりヒンジ結合されている。
更に、支持板中央部3A上側に、分割周縁部3B
の回動位置まで延伸するX,Y方向各2本のビー
ム7を互に直交させて溶接してある。
The support plate 3 consists of a central portion 3A near the joint with the support tube 1 and a peripheral portion 3B divided into three or more pieces (four pieces in the embodiment). Each peripheral portion 3B is hinged to the central portion 3A by a pin 6.
Further, on the upper side of the support plate center portion 3A, there is a divided peripheral edge portion 3B.
Two beams 7 in each of the X and Y directions extending to the rotational position are welded so as to be orthogonal to each other.

支持板3を中央部3Aと周縁部3Bと区分し、
周縁部3Bをヒンジにより垂下可能としてあるの
で、水底面の地耐力が予想より小さく、支持板3
が或る程度地中に貫した場合、ガイドパイプ支持
手段の引上げを容易にすることができる。又、必
要に応じて、ビーム7を吊りワイヤ又は鎖等8で
吊つておくことにより、ガイドパイプ支持手段引
上時のビーム7の補強をすることができる。支持
板3の周縁部3Bが垂下つておいても、この支持
手段が水底地盤に接地せしめられ、埋込管2及び
支持管1が地盤内に貫入するに従つて、周縁部3
Bが回動せしめられ、ビーム7により中央部3A
の面より上側に回動しないようにしてあるので、
分割ヒンジ結合してない1枚の支持板とその効果
は変らない。
The support plate 3 is divided into a central portion 3A and a peripheral portion 3B,
Since the peripheral edge 3B can be hung down by a hinge, the bearing capacity of the bottom surface of the water is smaller than expected, and the supporting plate 3
If the guide pipe support means penetrates into the ground to some extent, the guide pipe support means can be easily pulled up. Furthermore, if necessary, by suspending the beam 7 with a hanging wire or chain 8, the beam 7 can be reinforced when the guide pipe support means is pulled up. Even if the peripheral edge 3B of the support plate 3 hangs down, as this support means is grounded to the underwater ground and the embedded pipe 2 and the support pipe 1 penetrate into the ground, the peripheral edge 3
B is rotated, and the center part 3A is rotated by the beam 7.
Since it is designed not to rotate above the surface of
The effect is the same as that of a single support plate that is not joined by split hinges.

第2図にこの考案の装置の他の実施例を示す。
この実施例においては、支持管1が球関節9を有
し、支持板3が球面座10を有し、球関節9及び
球面座10により支持板3が支持管1に傾動可能
に接合されている。球面座10の支持板3への取
付部はリブ11で補強してある。
FIG. 2 shows another embodiment of the device of this invention.
In this embodiment, the support tube 1 has a ball joint 9, the support plate 3 has a spherical seat 10, and the support plate 3 is tiltably joined to the support tube 1 by the ball joint 9 and the spherical seat 10. There is. The attachment portion of the spherical seat 10 to the support plate 3 is reinforced with ribs 11.

第2図の実施例の装置は水底地盤が傾斜してい
ても、支持板3を水底地盤の傾斜に追随せしめる
ことができるので、ガイドパイプ等の荷重を円滑
に地盤に伝達し、装置を安定にすることが出来
る。又、地盤中に部分的に硬い岩石等があり、支
持板3がこれに押当てられても、支持板3が自由
に角度をかえることができるのでガイドパイプに
傾ける力を及ぼすことがない。
The device of the embodiment shown in Fig. 2 can make the support plate 3 follow the slope of the underwater ground even if the underwater ground is sloped, so the load of the guide pipe etc. is smoothly transmitted to the ground and the device is stabilized. It can be done. Furthermore, even if there is a hard rock or the like in the ground and the support plate 3 is pressed against it, the angle of the support plate 3 can be changed freely, so that no tilting force is exerted on the guide pipe.

本発明の水上ボーリング用ガイドパイプ支持装
置は以上の如く構成され、且つ作動するので、軟
弱な水底地盤に設置する場合、ガイドパイプが所
望の深さ以上に貫入し、サンプリングに支障を来
すような問題が起らない。又、支持板が地中に進
入しても引揚時にはヒンジ部で垂下がるので引揚
動力を過大とすることはない。又、球関節と球面
座を使用するときは、水底地盤面の傾斜に追随す
ることができ、又地盤に部分的に硬質部があつて
も、これに順応して支持板を傾斜させることがで
きるので、ガイドパイプ等の荷重を円滑に地盤に
伝達し、ガイドパイプを堅確に支持することがで
きる。
The guide pipe support device for underwater boring of the present invention is constructed and operates as described above, so that when installed on a soft underwater ground, the guide pipe does not penetrate beyond the desired depth, which may impede sampling. No problems occur. Furthermore, even if the support plate goes underground, the lifting power will not be excessive because it hangs down at the hinge portion when being lifted up. Furthermore, when using a ball-and-socket joint and a spherical seat, it is possible to follow the slope of the underwater ground surface, and even if there is a hard part of the ground, the support plate can be tilted accordingly. Therefore, the load of the guide pipe etc. can be smoothly transmitted to the ground and the guide pipe can be firmly supported.

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

第1図a,b及び第2図は本発明の装置のそれ
ぞれ異なる実施例を示すもので、第1図a及び第
2図は縦断面図、第1図bは第1図aにおけるA
―A線矢視断面図である。 1…支持管、2…埋込管、3…支持板、3a…
中央部、3B…周縁部、4…ガイドパイプ単管、
6…ピン、7…ビーム、9…球関節、10…球面
座。
1a, b and 2 show different embodiments of the apparatus of the present invention, FIGS. 1a and 2 are longitudinal cross-sectional views, and FIG. 1b is an A in FIG. 1a.
-A sectional view taken along line A. 1... Support tube, 2... Embedded tube, 3... Support plate, 3a...
Central part, 3B...Peripheral part, 4...Single guide pipe,
6...pin, 7...beam, 9...ball joint, 10...spherical seat.

Claims (1)

【特許請求の範囲】 1 水上ボーリング用のケーシングパイプ及び試
錐ロツドを挿通案内するガイドパイプの最下段の
単管を接続し、軟弱な水底地盤に垂直にその中間
部迄進入せしめられる支持管と、該支持管の先端
に結合され、その先端が水底面下所望の深さに到
達する長さの埋込管と、該支持管の中間部周壁を
囲んで該支持管に接合され、該支持管との接合部
近傍の中央部と3個以上に分割された周縁部より
なり、各周縁部が中央部にヒンジ結合され、且
つ、各分割周縁部が中央部面より上側に回動しな
い様にしてある支持板と、よりなることを特徴と
する水上ボーリング用ガイドパイプ支持装置。 2 前記各分割周縁部の中央部面より上側への回
動防止手段が、該中央部上側に分割周縁部回動位
置まで延伸させて溶接された複数本のビームであ
る特許請求の範囲第1項の装置。 3 前記支持管と支持板との接合が溶接による剛
接であり、又は更に該支持管と支持板の間にリブ
が設けてある特許請求の範囲第1項又は第2項の
装置。 4 前記支持管及び支持板がそれぞれ球関節及び
球面座を有し、該球関節及び球面座により、該支
持板が支持管に傾動可能に接合されている特許請
求の範囲第1項又は第2項の装置。
[Scope of Claims] 1. A support pipe that connects the lowermost single pipe of a guide pipe through which a casing pipe for underwater boring and a drilling rod are inserted, and is allowed to enter perpendicularly into soft underwater ground up to its intermediate portion; an embedded tube that is connected to the tip of the support tube and has a length such that the tip reaches a desired depth below the water bottom surface; It consists of a central part near the joint with the main part and a peripheral part divided into three or more parts, each peripheral part is hinged to the central part, and each divided peripheral part is prevented from rotating above the central part surface. A guide pipe support device for water boring, characterized by comprising a support plate with a fixed diameter and a support plate with a fixed diameter. 2. Claim 1, wherein the means for preventing the rotation of each divided peripheral edge part above the central part surface is a plurality of beams welded to the upper side of the central part, extending to the divided peripheral part rotation position. Sectional equipment. 3. The device according to claim 1 or 2, wherein the support tube and the support plate are rigidly connected by welding, or a rib is further provided between the support tube and the support plate. 4. Claim 1 or 2, wherein the support tube and the support plate each have a ball joint and a spherical seat, and the support plate is tiltably joined to the support tube by the ball joint and the spherical seat. Sectional equipment.
JP21414681A 1981-12-26 1981-12-26 Guide pipe support apparatus for water boring Granted JPS58113487A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP21414681A JPS58113487A (en) 1981-12-26 1981-12-26 Guide pipe support apparatus for water boring

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP21414681A JPS58113487A (en) 1981-12-26 1981-12-26 Guide pipe support apparatus for water boring

Publications (2)

Publication Number Publication Date
JPS58113487A JPS58113487A (en) 1983-07-06
JPS6238513B2 true JPS6238513B2 (en) 1987-08-18

Family

ID=16650984

Family Applications (1)

Application Number Title Priority Date Filing Date
JP21414681A Granted JPS58113487A (en) 1981-12-26 1981-12-26 Guide pipe support apparatus for water boring

Country Status (1)

Country Link
JP (1) JPS58113487A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0241001U (en) * 1988-09-12 1990-03-20

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0241001U (en) * 1988-09-12 1990-03-20

Also Published As

Publication number Publication date
JPS58113487A (en) 1983-07-06

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