JPS5862281A - Underwater boring method - Google Patents

Underwater boring method

Info

Publication number
JPS5862281A
JPS5862281A JP16079481A JP16079481A JPS5862281A JP S5862281 A JPS5862281 A JP S5862281A JP 16079481 A JP16079481 A JP 16079481A JP 16079481 A JP16079481 A JP 16079481A JP S5862281 A JPS5862281 A JP S5862281A
Authority
JP
Japan
Prior art keywords
support
ground
support pipe
underwater
pipe
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
JP16079481A
Other languages
Japanese (ja)
Other versions
JPS6147948B2 (en
Inventor
吉村 信雄
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.)
YOSHIMURA KOGYOSHO KK
Original Assignee
YOSHIMURA KOGYOSHO KK
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 YOSHIMURA KOGYOSHO KK filed Critical YOSHIMURA KOGYOSHO KK
Priority to JP16079481A priority Critical patent/JPS5862281A/en
Publication of JPS5862281A publication Critical patent/JPS5862281A/en
Publication of JPS6147948B2 publication Critical patent/JPS6147948B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Earth Drilling (AREA)

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】 本発明はボーりンダ装置を1本の支持パイプにて支持し
、この支持パイプを水中に立設して地mlt慎t1仄瞑
及び試料採取する友めの水中ポーリング工法に1翅する
ものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention is an underwater polling system in which a borer apparatus is supported by a single support pipe, and this support pipe is erected underwater to conduct underground observation and sample collection. This is a major addition to the construction method.

従来、水中ボーリンダに敵し、ボーリング装置を槓−又
は蝋付は支持するのに、安定性の点から、やぐらが一般
に使用されでいたが、これFi#AtI&の遠い場所、
婦底瑞繍の形状(凹凸、傾斜地)によっては据付けがt
jシいことがあって、これの使用には1i11限かあ)
、あt)実用的で傘かった。
In the past, towers were generally used to support underwater boring equipment by hammering or brazing, due to stability reasons, but in remote locations,
Installation may be difficult depending on the shape of the Fusoko Zuisui (uneven or sloping ground).
There is a problem, so I have to use this for 1i11 hours)
, at) It was practical and an umbrella.

そこで近時は地紐の形状にあまり関係な(、を九、−流
の給曽も殆ど受けず設置も容易であるとして、やぐらに
替えて7本の支持パイプが使用されてきた。実除、この
1本支持パイプによ抄、水中ボーりングは広範囲の場所
で容易に行われろようになったか、7本支持パイプはそ
の立設の構造上、浅層部地盤の正確な試験及び試料採取
に間1IIiLを生じてきた・即ち、ボーりング装置←
)は第7図に示すように支持パイプll)の菌内に嵌装
し次土止め作用するケーシングパイプ1!1.このクー
シyグパイプ1!l t−貫挿し、昇降、回転目a[し
たロッド先dI/′c掘削用のコアーチューブ又は地盤
試料採板用の採集筒を適時取付けるkIIIロッド(3
)及びこの試錐ロッドの回転、昇降駆動部等よりなるも
ので、支持パイプ111は外筒パイプとしてこのボーリ
ンダ装置を支持し、水底地盤(イ)に立設するようにな
っている。
Therefore, in recent years, seven support pipes have been used instead of the tower because they are easy to install and do not receive much of the flow from the ground, which has little to do with the shape of the ground cord. With this single support pipe, drilling and underwater boring can now be easily performed in a wide range of locations, and due to the structure of the seven support pipes, accurate testing and sampling of shallow ground is possible. 1IIiL has occurred during sampling, i.e., boring equipment←
) is a casing pipe 1!1. which is fitted inside the support pipe ll) and acts as a retainer, as shown in FIG. This Kushy pipe 1! l T - Penetration, lifting, rotation a [rod tip dI/'c kIII rod (3
) and a rotating and lifting drive unit for this test rod, etc. The support pipe 111 supports this borer device as an outer cylindrical pipe and is erected on the water bottom ground (a).

而して水中ポーリングKDしては1iic錨ロツドが所
定地盤に対して正確に掘削、#c楓、採填會行うように
支持パイプは、ボー971輪fを安定して支持させる必
要があり、そのために支持パイプ自身地盤に強固に立設
されねばならない・ それで従来は1に/図に示すように水深等に応じて分管
を所定長さに連結した支持パイプ41J を所定の水底
地盤箇所に適蟲深さfiiFK打込み(1&)立設し、
更に支持バイブロ)の下!に予め取付は九支持台枠(4
)を水底地緘ビ)上に定置するとと−に支持バイブロ)
の上部に−IIIAを結着した複数条のアンカーワイヤ
ーillを放射状に張り出して、その自由端のアンカー
(5&)を地盤け)に保止して支持パイプ(1)の安定
をはかつていた。
Therefore, for underwater poling KD, the support pipe needs to stably support the bow 971 wheel f so that the 1iic anchor rod can accurately excavate, #c map, and fill the specified ground. For this purpose, the support pipe itself must be firmly erected on the ground. Therefore, in the past, as shown in Figure 1/1, a support pipe 41J, which is made by connecting branch pipes to a predetermined length depending on the water depth, etc., was installed at a predetermined underwater location. Insect depth fiiFK driving (1&) is installed,
Further support vibro) below! Installed in advance on the 9 support frame (4
) is placed on the bottom of the water (vibro), which is supported by the vibro)
A plurality of anchor wires bound with -IIIA were extended radially from the upper part of the pipe, and the free ends of the anchors (5 &) were secured to the ground to stabilize the support pipe (1).

以上のようにして立設した支持パイプ(1)の上端に作
業台(6)t−取付け、而る後、ケーシングパイプ(!
11区細ロンロッ降、回転駆動部、試錐ロッド1319
 ′t−取付ける。そして水中ポーリングに―しては試
−ロッド181の下端にコテ−チューブと採集筒とを用
途に応じて交互にネジ着し、拭爾qツドf:躯動し、コ
アーチューブを回転、降下させて施す大傷9と試錐ロッ
ドの打込みによって地盤中に貫入する採集筒による土質
物の試験及び試料採取とを繰返して所定深度までの試料
採*會行ってbた−ところで、この試験及び拭科鍼取地
鉦は正確な土′繊慎査の結果を得るために土櫨は自然の
状−のttaれのないことが大切である。ところが従来
工法においては、先ず支持パイプを安定立設するために
支持パイプ−身を水底地区の表層部内に進当深さ打込む
ため、支持パイプ打込4諏さよシも下方の地鉄には乱れ
はないが、支持パイプを打込んだ表層部地盤に#i相轟
の乱れが発生してい九〇これが丸め打込み支持パイプよ
)下方地盤の試験及びに科採取は正確にできるが、支持
パイプを打込んだ一層地盤は、自然の状態が乱れてしま
い正確な試験及び試料採取ができなかった・ 本発明は以上従来の欠点に鑑み、これt改良、除去した
ものであって、支持パイプの打込み部分の表層地盤を乱
さず、正確な試験及び試料採取ができ、而も支持パイプ
の安定立設を一層にし得る水中ボーリ/グエ法t−提供
するととを目的とするものである。
Attach the workbench (6) to the upper end of the support pipe (1) erected as described above, and then attach the casing pipe (!
Section 11 narrow rod descending, rotation drive unit, drilling rod 1319
't-Attach. Then, for underwater polling, a trowel tube and a collection tube are alternately screwed to the lower end of the test rod 181 according to the purpose, and the core tube is rotated and lowered by sliding. Testing and sampling of soil material using a sampling tube penetrated into the ground by making a large scratch 9 and driving a test rod into the ground were repeated to collect samples up to a predetermined depth.By the way, this test and wiping In order to obtain accurate results of the soil examination, it is important that the earthen acupuncture be in its natural state without any sagging. However, in the conventional construction method, in order to stably erect the support pipe, the support pipe body is first driven into the surface layer of the underwater area to the depth of the depth of the support pipe, so even the four ends of the support pipe drive are not connected to the subsurface steel below. Although there is no disturbance, #i-phase disturbance has occurred in the surface ground where the support pipe was driven. The natural state of the ground was disrupted, making it impossible to perform accurate tests and sample collection.The present invention improves and eliminates the above-mentioned drawbacks of the prior art. It is an object of the present invention to provide an underwater boring/goue method that allows accurate testing and sample collection without disturbing the surface ground of the driving part, and also allows for more stable installation of support pipes.

以下本発明の旋工伺會gコ図について説明すれば次のと
おりである。
The turning diagram of the present invention will be explained below.

まず、ケーシングパイプ1!1を内装した支持パイプ+
1) *−水中に突入して、その下1st−水中地盤0
)上に載置し、支持台枠1船による抱持、アンカーワイ
ヤーの章引保持等により支持パイプ(1) を立設する
。これにより、支憎パイプは着干不安定ではあるがI!
i直に支持される・この場合、試錐ロッド1組には採取
筒11)を取付けでおく(塾−図に)参M)、なお、支
持パイプは、その下部を支持台枠に保止して地盤から隔
醸してもよ^・eK、に、KIilIロッド111を叩
打などして下端の採取筒(7)を地盤げ)の表層部←5
内に總定量だけ真人させ、試験及び試料採取する(@、
2図(ロ)実−にて示す)・保取偵、試錐ロッドととも
に採取筒を作貞台111)上まで4珈げ、採取試料を簡
から取出台び試−ロッドとともに水紙地艙孔底まで降下
し、回転、昇降などして、久の試−及び試料採*m度ま
で掘削して後、コアーチューブをロッドよ)堆外し、書
びロッドに試料採取筒tネジ漸し、ロッドとともにつぎ
の新しい試験及び試験、K科績取する・試験、試料採取
の済んだ一層地盤に支持パイプを1立安定に必要な深さ
だけ打込んで支持パイプ(1)t−確実に安定立設させ
る(第2図(C)参照)−これにより支持パイプill
は従来の打込み支持と同じ支持状態となり強固に審直状
態に支持される。かかる支持パイプの立設方法により地
盤六層部は値数1g]に分割してv:、−及び試料採取
が行われ、各部分にンいて試験及び試料採取は正確に行
われる。また、支持パイプ打込み後の深い層の試料採取
は従来と同様にコアーチューブ及び妹城筒を交互に使用
して行えはよ(、これによυ深層地盤の試験及び試料採
取も正−に行われる。
First, casing pipe 1! Support pipe with 1 inside +
1) *-Plunge into the water and below it 1st- Underwater ground 0
), and the support pipe (1) is erected by holding the support frame by the ship and holding the anchor wire. As a result, the support pipe is unstable, but I!
Directly supported - In this case, a sampling tube 11) is attached to one set of test drilling rods (see figure M), and the lower part of the support pipe is secured to the support frame. You can also separate it from the ground by tapping the KIilI rod 111 to remove the lower end of the sampling tube (7) from the surface layer of the ground←5
We will conduct tests and sample collection by testing and collecting samples.
(shown in Figure 2 (b) Actual figure) - Hodori, the detective, raised the sampling tube with the test rod to the top of the sample stand 111), took out the collected sample from the stand, and put it together with the test rod into the Mizushi ground hold hole. After descending to the bottom, rotating, raising and lowering, etc., and excavating until the test and sample sampling time has been reached, remove the core tube from the rod, place the sample collection tube on the rod, and attach the rod. At the same time, the next new test and examination will be conducted, and the K grade will be obtained.The support pipe will be driven into the ground where the test and sample collection have been completed to the depth necessary for stable standing. (see Figure 2(C)) - This allows the support pipe ill
The support state is the same as that of the conventional driving support, and it is firmly supported in the reconsideration state. By this method of erecting support pipes, the six layers of the ground are divided into 1g parts and samples are taken, and tests and samples are taken accurately in each part. In addition, sampling of deep layers after driving the support pipe can be carried out by alternately using the core tube and the inner tube as in the past. be exposed.

本発明は、上記の説明でも判るよ°うに、先ず支持パイ
プ會水中m盤上に畝置又#i隔蟻して支持台枠、アンカ
ーワイヤー等にて伽直に保持し、支持パイプ内に挿通し
て昇降、1g1転自在にした試錐ロッド先端の緘4!筒
によ抄地盤表層部の土寅−t−試験及び試料採取し、上
記試料の採塚障度程度に支持パイプを打込み固足し、つ
いで支持パイプ下方の地鍼土質物f:繊次試験及び採取
するようにした点をl¥l微とする。
As can be seen from the above description, the present invention first involves placing a support pipe on a submerged board in ridges or spaced apart, holding it straight with a support frame, anchor wire, etc., and then inserting it into the support pipe. Thread 4 at the tip of the test rod that can be inserted and moved up and down and rotated 1g1! Dotora-t-test and sample collection of the surface layer of the ground, drive and secure a support pipe to the extent of the above-mentioned sample mound failure level, and then conduct a test on the soil material f below the support pipe. Let the point to be sampled be l\l.

本実8Aはこのように麺玉するので、支持パイプ打込み
罰の水底地盤表層部の試験及び試料採取によ)打込み支
持パイプより下方の地盤の採取と同機に正確な試験及び
試料採取か可能であるはかりでなく、支持パイプは雇初
水底地盤上に載置、戚#−1tlIN1離した状態であ
っても支持台枠、アンカーワイヤー等によ〉絨初の試験
及び試料採MRにおいても、その作fiiに差支えない
程度KmWLに保持され、打込み後は確実、強固に支持
されるので試験及び試料採取は終始6撹に行われる・ F、  Iil@ノm単なll!明 第明域2図発明に使用するポーリング装置の設置状纏の
暗示正面図、協l@^、に)1軒〉は本楯明の実施JI
&憾を麺玉順序に従って示す賛部の暗示正面図であゐ。
Since Honjitsu 8A rolls like this, it is possible to perform accurate testing and sample collection of the ground below the support pipe (by testing and sampling the surface layer of the underwater ground after driving the support pipe). Even if the support pipe is placed on the bottom ground of the Hiroshima water bottom and separated by a support frame, anchor wire, etc., even in the initial test and sample collection MR. It is maintained at KmWL to the extent that it does not interfere with the production, and it is firmly and firmly supported after driving, so testing and sample collection are carried out at 6 ag from beginning to end. Figure 2, Figure 2, is an implied front view of the installation of the polling device used in the invention.
This is a suggestive front view of the support section showing the noodle order according to the noodle order.

11)・・支持パイプ、1s)・・試錐ロッド、(4:
・*支持台枠、(Il・−アンカーワイヤー、←)・・
ポーリング装置、 1)・・水域地盤、ω・・地盤の訳
層部。
11)...Support pipe, 1s)...Drilling rod, (4:
・*Support frame, (Il・-anchor wire, ←)・・
Polling device, 1)...Aquatic ground, ω...Translation layer of the ground.

#11図 第2111 (β)                CCノじJ−
、−1
#11 Figure 2111 (β) CC Noji J-
, -1

Claims (1)

【特許請求の範囲】[Claims] (1)  ボーりングfNItt−/本の支持パイプに
て支持し、上記支持パイプを水中に立設してポーリング
する工法において、先ず支持パイプを水中地盤上に載置
又は隔離して支持台枠、アンカーワイヤー等にて一直和
保持し、支持パイプ内に挿゛過して昇降、回転自在にし
九試銀ロッド先端の採取liKより地盤表層部の土質@
を挾食、区数及び慎査拭料として採取した後、上記検査
、試験済みの深度までを支持パイプの安定型eの#jK
機度として支持パイプを打込み固定し。 つづ−て支持パイプ下方の地盤を纏次、vL食、K@及
び採取すゐことt−特徴とする水中メーリング工法。
(1) Boring fNItt - In the method of supporting with support pipes and erecting the support pipes underwater for poling, the support pipes are first placed or isolated on the underwater ground and then the support frame is constructed. , hold it in one line with an anchor wire, etc., insert it into a support pipe, raise and lower it, and rotate it freely, and collect the tip of the silver test rod to determine the soil quality of the surface layer of the ground.
After sampling, measuring the number of sections and carefully inspecting the sample, remove it to the above-mentioned inspection and tested depth using #jK of the stable type e of the support pipe.
Drive and fix the support pipe as a mechanism. Next is the underwater mailing method, which features t-characteristics of the ground below the support pipe, such as massaging, vL eating, K@, and sampling.
JP16079481A 1981-10-07 1981-10-07 Underwater boring method Granted JPS5862281A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16079481A JPS5862281A (en) 1981-10-07 1981-10-07 Underwater boring method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16079481A JPS5862281A (en) 1981-10-07 1981-10-07 Underwater boring method

Publications (2)

Publication Number Publication Date
JPS5862281A true JPS5862281A (en) 1983-04-13
JPS6147948B2 JPS6147948B2 (en) 1986-10-22

Family

ID=15722590

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16079481A Granted JPS5862281A (en) 1981-10-07 1981-10-07 Underwater boring method

Country Status (1)

Country Link
JP (1) JPS5862281A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012172376A (en) * 2011-02-21 2012-09-10 Chuo Kaihatsu Kk Tilt-free drilling device

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0440619Y2 (en) * 1986-09-12 1992-09-24
JPS63199745U (en) * 1987-06-10 1988-12-22
JPH01164941U (en) * 1988-05-10 1989-11-17

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012172376A (en) * 2011-02-21 2012-09-10 Chuo Kaihatsu Kk Tilt-free drilling device

Also Published As

Publication number Publication date
JPS6147948B2 (en) 1986-10-22

Similar Documents

Publication Publication Date Title
CN111721575B (en) Seabed sand wave long-term observation device and method applied to internal wave development area
CN113513308A (en) Wellhead protection device for underground water automatic monitoring well and installation and use methods
CN210104735U (en) Rotary type ground anchor device for burying sleeve in deep drilling of geotechnical engineering
JPS5862281A (en) Underwater boring method
CN114217045A (en) Seismic wave static sounding calibration tank system and using method thereof
CN214883526U (en) Building foundation settlement monitoring system
CN106556530A (en) A kind of column shaped deposit undisturbed ejecting device
Robertson et al. Sampling tool for taking undisturbed soil cores
US2923148A (en) Apparatus for measuring erodibility, run-off, infiltration and other physical properties of soil in place
CN105735372B (en) Hold the type advanced detection method of large-section in-situ concrete pile bearing capacity of single pile in end
CN208309555U (en) Hollow side wall wiring formula static cone penetration equipment
CN210741472U (en) Multifunctional level detector
CN109238866B (en) Direct measurement device for in-hole collapse coefficient and measurement method for loess collapse coefficient
CN210141123U (en) Deep hole orientation testing device
KR100409048B1 (en) Drilling system for discontinuty orientation measurements
CN220687305U (en) Wellhead support for uranium ore parameters Kong Cejing
JPH03286093A (en) Screw pipe type sample taking-out method in frozen ground
CN206113905U (en) Measure device of not hard up circle thickness of coal petrography
CN219957577U (en) Moisture detection device
CN219776714U (en) Slope meter for rock and soil test
CN215677697U (en) Sediment sampling device for ocean engineering
CN219284420U (en) Visual precipitation observation device
CN215577101U (en) On-site test device for exploring rainfall induced landslide mechanism
CN214200723U (en) Geological survey device of fetching earth
CN214149955U (en) Undisturbed columnar sampling device suitable for shallow water river and lake sediments