JPS58113487A - Guide pipe support apparatus for water boring - Google Patents

Guide pipe support apparatus for water boring

Info

Publication number
JPS58113487A
JPS58113487A JP21414681A JP21414681A JPS58113487A JP S58113487 A JPS58113487 A JP S58113487A JP 21414681 A JP21414681 A JP 21414681A JP 21414681 A JP21414681 A JP 21414681A JP S58113487 A JPS58113487 A JP S58113487A
Authority
JP
Japan
Prior art keywords
support
support plate
pipe
support tube
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.)
Granted
Application number
JP21414681A
Other languages
Japanese (ja)
Other versions
JPS6238513B2 (en
Inventor
戸部 兼雄
晋 佐藤
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.)
CHIYUUOU KAIHATSU KK
CHUO KAIHATSU
Original Assignee
CHIYUUOU KAIHATSU KK
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 CHIYUUOU KAIHATSU KK, CHUO KAIHATSU filed Critical CHIYUUOU KAIHATSU KK
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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Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

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
パイプ及び試錐ロッ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
を買入せしめて水上ポ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 supporting 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, and more specifically, the present invention relates to a supporting 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 that performs on-water poling.

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
イプ及び試錐ロッドを挿入し、試錐ロッドを回転推進さ
せることだ会費でめる0恢米、この水上ポーリングを行
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勢の方法により行
なわれていた。しかしながら、やぐら。
When drilling the underwater ground from above the water, install a guide pipe vertically at the drilling point, insert the casing pipe and drilling rod into the guide pipe, and rotate and propel the drilling rod. When carrying out this floating polling, it was carried out by constructing towers or artificial islands on the water depending on the scale of the polling, and using these as work bases. However, Yagura.

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。
Building 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っ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ットを挿入して
水上ポ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、地盤に買入したガイドパイプ
及びその固定装置を引揚げる為に大きな力を必要とする
Therefore, it is practiced to directly penetrate a guide pipe from above the water into the underwater ground, make the guide pipe a solid structure by the supporting force of the ground, and then insert a casing pipe and a drilling rod into the guide pipe to perform above-water poling. 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 purchased guide pipe and its fixing device from the ground.

本発明の目的は軟弱な水底地盤の水上ポーリングに好適
であり、ガイドパイプ又はその代替品が19r望の深さ
以上に貫入することなく、引揚時のF5r要動力も過大
とならず、水底地盤の傾斜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 floating poling in soft underwater ground, without the guide pipe or its substitute penetrating beyond the desired depth, and without excessive force required for F5r during retrieval. To provide a sloped pipe support device.

本発明による水上ポーリング川ガイドパイプ支持装置は
、水上ポーリング用のケーシングパイプ及び試錐ロッド
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
中間部局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であ
る支持板と、よりなることを特徴とする装置である。
The floating polling river guide pipe support device according to the present invention connects the lowest single pipe of the guide pipe through which the casing pipe and the drilling rod for floating polling are inserted and guided,
A support pipe that enters perpendicularly into soft water bottom ground to the middle part thereof, an embedded pipe that is connected to the tip of the support pipe and has a length such that the tip reaches a desired depth below the water bottom surface, and the support It is joined to the support tube surrounding the intermediate local wall of the tube, and consists of a central portion near the joint with the support tube and a peripheral portion divided into three or more parts, each peripheral portion being hinged to the central portion, The device is characterized in that it comprises a support plate that prevents each divided peripheral portion from rotating above the central portion surface.

本発明による水上ポーリング川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
より上側への同動防止手段が、該中央部上側に分割周j
1!部の同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 floating Pauling river guide pipe support device according to the present invention, the means for preventing simultaneous movement of each divided peripheral edge portion above the central portion surface is provided above the central portion.
1! These are multiple beams that are extended and welded to the same position of the two parts.

本発明による水上ポーリング川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めり、又ti史に該支持管と
支持板との間にリプが設けており、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 floating Pauling river guide pipe support device according to the present invention, the support pipe and the support plate are rigidly connected by welding, and the connection between the support pipe and the support plate is 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 allow the support plate to tilt relative to the support tube. It is joined.

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 explained based on FIG. 1 of the drawings of the embodiment.

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
7ランジ1人にはガイドパイプの最下段の単管4の7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
成場れる。埋込管2は支持管1の1部フランジ1nGC
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). Seven lunges of the single tube 4 at the lowest stage of the guide pipe are connected to the upper seven lunges of the support tube 1. The guide pipe is formed by sequentially connecting the single pipes to the lowest single pipe 4 and making the uppermost single pipe protrude above the water surface. The embedded pipe 2 is a part of the flange 1nGC of the support pipe 1.
The length is such that the tip reaches the desired depth below the bottom surface of the water.

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図の実楕例においては、支持板3は
支持管1に#接により垂直に剛接され、史にリブ5で補
強されている。支持板3の大きさは、水酸地盤の地耐力
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
きさによって適宜定める。支持管1を上下に区分し、下
部支持管の上端7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Thfを増加す
るようにしてもよい。
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 actual elliptical example shown in FIG. 1, the support plate 3 is vertically and rigidly connected to the support tube 1 by # contact, and is reinforced with ribs 5. The size of the support plate 3 is appropriately determined depending on the bearing capacity of the hydroxyl ground, the weight of the guide pipe, and the magnitude of other loads applied to the support plate 3. The Thf 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 7 flange of the lower support tube, and joining the upper support tube thereon.

父、上、下部支持管の径を異にしてもよい。The diameters of the main, 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
シなっている。各周縁部3Bは中央部3Aにビン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1を互に直交させて溶接しである。
The support plate 3 has central portions 3A and 3 near the joint with the support tube 1.
The peripheral edge portion 3B is divided into at least 4 pieces (4 pieces in the embodiment). Each peripheral portion 3B is hinged to the central portion 3A by a pin 6. Furthermore, two beams 1 in each of the x and y directions extending to the rotating position of the divided peripheral edge portion 3B are welded to the upper side of the support plate center portion 3A so as to be perpendicular to each other.

支持板3を中央部3Aと周縁部3Bと区分し、周縁部3
Bをヒンジにより垂下可能としであるので、水底面の地
耐力が予想より小さく、支持板3が成る程度地中に貫入
した場合、ガイドパイプ支持手段の引上けを容易にする
ことができる。父、必要に応じて、ビーム1を吊りワイ
ヤ又は鎖等8で吊っておくことにより、ガイドパイプ支
持手段引上時のビーム1の補強をすることができる0支
持板3の周縁部3Bが垂下っておいて本、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って、周縁部3Bが回動せしめら
れ、ビーム1により中央部3Aの面より上側に回動しな
いようにしであるので、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 B can be hung down by the hinge, if the bearing capacity of the bottom surface of the water is smaller than expected and the support plate 3 has penetrated into the ground, the guide pipe support means can be easily pulled up. If necessary, by suspending the beam 1 with a hanging wire or chain 8, the beam 1 can be reinforced when the guide pipe support means is pulled up.The peripheral edge 3B of the support plate 3 is drooping. This support means is grounded to the underwater ground, and as the embedded pipe 2 and support pipe 1 penetrate into the ground, the peripheral edge 3B is rotated, and the beam 1 rotates the surface of the central part 3A. Since it is designed to prevent the support plate from rotating further upward, the effect is the same as that of a single support plate that is not joined by a split hinge.

第2図にこの考案の装置の他の実施例を示す。FIG. 2 shows another embodiment of the device of this invention.

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0]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
である。
In this embodiment, the support tube 1 has a ball-and-socket joint 9, and the support plate 3 has a spherical seat 10, and the ball-and-socket joint 9 and the spherical seat 10 connect the support plate 3 to the support tube 1 with a tilting function of 0]. has been done. 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窪斜していても、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e乙伝達し、装
置を安定にすることが出来る。父、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#了すことがない。
The apparatus 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 sloping, so the load of the guide pipe etc. can be smoothly transmitted to the ground and the equipment can be stabilized. Even if there is a hard rock in the ground and the support plate 3 is pressed against it, the angle of the support plate 3 can be changed freely, so the tilting force can be applied to the guide pipe. There is no.

本発明の水上ポーリング用ガイド−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。
Since the guide-pipe support device for underwater polling of the present invention is constructed and operates as described above, when installed on a soft underwater ground, the guide pipe will not penetrate beyond the desired depth, which will hinder sampling. No such problems occur.

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めりでも、
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
パイプを型棒に支持することができる。
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. In addition, 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 a hard part of the ground is partially bent,
Since the support plate can be tilted to accommodate this, the load of the guide pipe etc. can be smoothly transmitted to the ground and the guide pipe can be supported by the mold bar.

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

第1図(、) 、 (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(、)及び
第2図は縦断面図、第1図(b)は第1図(、)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&ls  3B・・・周縁部  4・・・
ガイド。 パイプ単管  6・・・ビン  7・・・ヒ゛−ム9・
・・球関節  10・・・球面座 発明者 戸部兼雄 発明者 佐藤  晋 出願人 中央開発株式会社−4 (G) 第1図 (b)
Figures 1(,), (b) and 2 show different embodiments of the device of the present invention. Figures 1(,) and 2 are longitudinal sectional views, and Figure 1(b) is a sectional view taken along the line A-A in FIG. 1 (,). 1... Support tube 2... Embedded tube 3-... Support plate 3A... Center &ls 3B... Periphery 4...
guide. Single pipe 6... Bin 7... Hem 9.
...Spherical joint 10...Spherical seat Inventor Kaneo Tobe Inventor Susumu Sato Applicant Chuo Kaihatsu Co., Ltd.-4 (G) Figure 1 (b)

Claims (1)

【特許請求の範囲】 (り  水上ポーリング用のケーシングパイプ及び試錐
ロッドを挿通案内するカイト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r1]s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′)WT望の深さに到達する長さの埋込管
と、該支持管の中間部局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鉤に回動しな
い様にしである支持板と、よりなることを特徴とする水
上ポーリング用力イドバイグ支持装置。 (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
嬌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)@記支持管と支持板との接合がf6接による剛接
であり、又は更に該支持管と支持板の闇にリプが設けで
ある特許請求の範囲第1項父#i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シ、皺支持板が
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] (ri) A support that connects the lowermost single pipe of a kite pipe through which a casing pipe for surface poling and a test rod are inserted and guides, and that is allowed to enter perpendicularly into soft underwater ground up to r1]s. a pipe, an embedded pipe with a length that is connected to the tip of the support tube and whose tip reaches the water bottom surface (WT), and a buried tube that is connected to the support tube by surrounding the middle local wall of the support tube. 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 is hinged to the central part, and each divided peripheral part is connected to the upper hook from the central part surface. A power support device for water poling, characterized by a support plate that prevents rotation, and a support plate that prevents rotation. (2) The means for preventing 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. Devices in scope 1. (3) The support tube and the support plate are rigidly connected by an f6 contact, or furthermore, a lip is provided between the support tube and the support plate. Section equipment. (4) The support tube and the support plate each have a ball-and-socket joint and a spherical seat, and the wrinkle support plate is tiltably joined to the support tube by the ball-and-socket joint and the spherical seat.
Apparatus according to paragraph 2 or paragraph 2.
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 true JPS58113487A (en) 1983-07-06
JPS6238513B2 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)

Families Citing this family (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
JPS6238513B2 (en) 1987-08-18

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