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JPS6262211B2 - - Google Patents

Info

Publication number
JPS6262211B2
JPS6262211B2 JP8651580A JP8651580A JPS6262211B2 JP S6262211 B2 JPS6262211 B2 JP S6262211B2 JP 8651580 A JP8651580 A JP 8651580A JP 8651580 A JP8651580 A JP 8651580A JP S6262211 B2 JPS6262211 B2 JP S6262211B2
Authority
JP
Japan
Prior art keywords
pile
chain
locking device
anchor
yatsutoko
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
JP8651580A
Other languages
Japanese (ja)
Other versions
JPS5712722A (en
Inventor
Masayuki Takayama
Akira Komatsu
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.)
Nippon Steel Corp
Original Assignee
Nippon Steel Corp
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 Nippon Steel Corp filed Critical Nippon Steel Corp
Priority to JP8651580A priority Critical patent/JPS5712722A/en
Publication of JPS5712722A publication Critical patent/JPS5712722A/en
Publication of JPS6262211B2 publication Critical patent/JPS6262211B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Description

【発明の詳細な説明】 この発明は水底地盤にヤツトコを用いてアンカ
ーチエーン付きパイルを打設する工法に関するも
のである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a construction method for driving piles with anchor chains into underwater ground using a jack.

通常、船その他の浮遊構造物を仮繋留する場合
は、錨が用いられているが、浮遊構造物を半永久
繋留する場合あるいは投錨しても固定しにくい軟
弱地盤等の場合にはアンカーパイル方式が用いら
れている。
Usually, anchors are used when temporarily mooring ships and other floating structures, but when mooring floating structures semi-permanently or on soft ground that is difficult to anchor even when anchored, the anchor pile method is used. It is used.

従来、水底にアンカー用パイルを打設する工法
としては、打込み作業が終つてもなお水面上にパ
イルが残る程度の長尺の鋼管またはコンクリート
製のパイルを水面上からハンマーにより打込み、
水底地盤の上方に残つた不要の余長部分を潜水作
業者が切断する工法が知られており、またパイル
の上端部に設けたフランジとヤツトコの下端部に
設けたフランジとをボルトナツトにより連結して
長尺化したのち、ヤツトコをハンマーにより打撃
してパイルを水底地盤に打込み、次に潜水作業者
が前記ボルトナツトを外してパイルとヤツトコと
の結合を解いたのち、ヤツトコを回収する工法も
知られている。
Conventionally, the method of driving anchor piles on the water bottom is to use a hammer to drive long steel pipe or concrete piles from above the water surface, such that the piles remain above the water surface even after the driving work is completed.
There is a known method in which diving workers cut off the unnecessary extra length left above the underwater ground, and a method in which a flange provided at the top end of the pile and a flange provided at the bottom end of the pile are connected using bolts and nuts. There is also a method in which the pile is hammered into the underwater ground by hitting it with a hammer, and then a diving worker removes the bolts and nuts to break the connection between the pile and the pile, and then recovers the pile. It is being

しかるに、前記従来の各工法の場合は、危険で
煩雑な潜水作業を必要とし、また水中でパイルの
余長部分を切断する工法の場合は、パイル切断に
よるロスが生じるので不経済である。
However, in the case of each of the above-mentioned conventional construction methods, dangerous and complicated diving work is required, and in the case of the method of cutting the extra length of the pile underwater, it is uneconomical because loss occurs due to pile cutting.

この発明は前述の問題を有利に解決したアンカ
ーチエーン付きパイル打設工法を提供することを
目的とするものである。
The object of the present invention is to provide a method for driving piles with anchor chains that advantageously solves the above-mentioned problems.

次にこの発明を図示の例によつて詳細に説明す
る。
Next, the present invention will be explained in detail using illustrated examples.

図面はこの発明の実施例を示すものであつて、
鋼管からなるパイル2の上端部外面にアンカー用
チエーン1の端部に連結された取付金具6が溶接
により固着され、かつ鋼管からなるヤツトコ本体
7の下部外周面に、打撃力伝達用フランジ8およ
び補強兼打撃力伝達用リブ9が溶接により固着さ
れると共に、前記フランジ8の下方においてヤツ
トコ本体7の外周面に補強兼挿入ガイド用リブ1
0,11が溶接により固着されてヤツトコ3が構
成され、このヤツトコ3の下端部はパイル2の上
端部に嵌挿され、前記フランジ8はパイル2の上
端部に載置される。
The drawings show embodiments of the invention,
A mounting bracket 6 connected to the end of the anchor chain 1 is fixed by welding to the outer surface of the upper end of the pile 2 made of a steel pipe, and a impact force transmitting flange 8 and A reinforcing and impact force transmitting rib 9 is fixed by welding, and a reinforcing and insertion guide rib 1 is attached to the outer peripheral surface of the main body 7 below the flange 8.
0 and 11 are fixed by welding to form a rod 3. The lower end of the rod 3 is fitted into the upper end of the pile 2, and the flange 8 is placed on the upper end of the pile 2.

ヤツトコ3の下部外面に一対の保持部材12,
13がヤツトコ周囲方向に間隔をおいて溶接によ
り固着され、各保持部材12,13の基端部とヤ
ツトコ3の外面とにわたつて水平な係止板14が
溶接により固着され、かつ一方の保持部材12に
は係止部材15の基端部が垂直な支軸16により
枢着され、さらにワイヤーまたは合成繊維の紐等
の線条体17を連結した係止ピン18は、他方の
保持部材13と係止部材15の先端部とにわたつ
て挿通され、前記一対の保持部材12、および係
止部材13、係止ピン18ならびに係止板14等
によりチエーン係止装置4が構成されている。
A pair of holding members 12 are provided on the lower outer surface of the Yatsutoko 3.
13 are fixed by welding at intervals in the circumferential direction of the holder, and a horizontal locking plate 14 is fixed by welding across the base end of each holding member 12, 13 and the outer surface of the holder 3. The proximal end of a locking member 15 is pivotally connected to the member 12 by a vertical support shaft 16, and a locking pin 18 connected to a filament 17 such as a wire or synthetic fiber string is connected to the other holding member 13. The chain locking device 4 is configured by the pair of holding members 12, the locking member 13, the locking pin 18, the locking plate 14, and the like.

アンカー用チエーン1は各保持部材12,13
と係止部材15と係止板14との間に挿通され、
前記チエーン1における1個のリング19の下端
部が、前記係止部材15および係止板14の上縁
部に係合され、パイル2とヤツトコ3とはチエー
ン1およびチエーン係止装置4を介して連結され
ている。
The anchor chain 1 has each holding member 12, 13
is inserted between the locking member 15 and the locking plate 14,
The lower end of one ring 19 in the chain 1 is engaged with the upper edge of the locking member 15 and the locking plate 14, and the pile 2 and the rod 3 are connected via the chain 1 and the chain locking device 4. are connected.

アンカー用チエーン1を取付けたパイル2とチ
エーン係止装置4を有するヤツトコ3とが陸上ま
たは作業船上で連結されて、長尺の被打込体が構
成され、その被打込体におけるヤツトコの上端部
のフツクが作業船上に設けられたクレーンにより
支持され、そのクレーンにより被打込体が所定の
打込位置の水底地盤5に吊り下ろされる。
A pile 2 to which an anchor chain 1 is attached and a shaft 3 having a chain locking device 4 are connected on land or on a work boat to form a long driven object, and the upper end of the shaft in the driven object is constructed. The hook of the part is supported by a crane installed on the work boat, and the workpiece is suspended by the crane onto the underwater ground 5 at a predetermined driving position.

次にハンマーによりヤツトコ3の上端部に打撃
が加えられてパイル2が水底地盤5に所要深さま
で打込まれたのち、作業船上で巻取機または人力
により線条体17を引張つて、係止ピン18を保
持部材13および係止部材15の先端部から抜取
る。
Next, a blow is applied to the upper end of the Yatsutoko 3 with a hammer and the pile 2 is driven into the underwater ground 5 to a required depth, and then the filament 17 is pulled and locked by a winder or by hand on the work boat. The pin 18 is removed from the tips of the holding member 13 and the locking member 15.

次いで作業船上で巻取機等によりチエーン1を
引張るか、あるいは引張りと戻しとを反復して行
なう。このようにすると、チエーンのリンク19
の円弧状肩部により係止部材15が解放方向に押
されて解放され、チエーン1がチエーン係止装置
4から自動的に離脱するので、パイル2とヤツト
コ3との連結が解かれ、したがつてヤツトコを作
業船上に吊上げ回収することができる。
Next, the chain 1 is pulled by a winder or the like on the work boat, or pulled and returned repeatedly. In this way, link 19 of the chain
The locking member 15 is pushed in the release direction by the arcuate shoulder and released, and the chain 1 is automatically disengaged from the chain locking device 4, so the connection between the pile 2 and the shaft 3 is broken, but Then, the Yatsutoko can be hoisted onto the work boat and recovered.

前記ヤツトコ3の長さは打込現場の水深ならび
に水底面からのパイル打込み深さにより決定され
る。また前記チエーン係止装置4は、ヤツトコ3
の長手方向のほぼ中央部またはそれよりも若干下
方に取付けるのが好ましい。さらにヤツトコ3の
上端部には吊上運搬用フツク(図示を省略した)
が取付けられている。
The length of the pile rod 3 is determined by the water depth at the driving site and the pile driving depth from the water bottom. Further, the chain locking device 4 is
It is preferable to install it at approximately the center in the longitudinal direction or slightly below the center. Furthermore, there is a hook for lifting and transporting the upper end of Yatsutoko 3 (not shown).
is installed.

この発明を実施する場合、前記係止板14を省
略してもよく、また係止部材15にこれを解放方
向に回動させるように働くばねを係合させておい
てもよい。さらにまた、チエーン係止装置として
は、水面上例えば作業船上で解放操作を行なうこ
とができるものであれば、図示以外の任意構造の
ものを採用してもよい。
When carrying out this invention, the locking plate 14 may be omitted, or a spring may be engaged with the locking member 15 to rotate it in the releasing direction. Furthermore, as the chain locking device, any structure other than that shown in the drawings may be adopted as long as it can be released on the water surface, for example, on a work boat.

この発明によれば、パイル2に連結されたアン
カー用チエーン1を、ヤツトコ3に取付けられた
チエーン係止装置4に係合することにより、前記
アンカー用チエーン1を利用してパイル2とその
上端部に着脱自在に嵌合されたヤツトコ3とを容
易に連結して、パイル2およびヤツトコ3を水底
地盤5上に吊り下ろすことができ、かつヤツトコ
3を打撃してパイル2を水底地盤5に所要深さま
で打込んだのち、単に水面上からの操作により前
記チエーン係止装置4を解放することにより、そ
のチエーン係止装置4からアンカー用チエーン1
を外して、パイル2とヤツトコ3との連結を容易
に解くことができ、そのため危険で煩雑な水中作
業を行なうことなくパイル2とヤツトコ3との連
結を容易に解いてヤツトコ3を回収することがで
き、さらにパイル切断によるロスも発生しないの
で経済的である等の効果が得られる。
According to this invention, by engaging the anchor chain 1 connected to the pile 2 with the chain locking device 4 attached to the jack 3, the anchor chain 1 is used to connect the pile 2 and its upper end. The pile 2 and the pile 3 can be easily connected to the pile 2 and the pile 3 removably fitted to the bottom, and the pile 2 and the pile 3 can be suspended onto the underwater ground 5 by hitting the pile 2 and the pile 2 on the underwater ground 5. After driving to a required depth, the anchor chain 1 can be removed from the chain locking device 4 by simply releasing the chain locking device 4 by operating from above the water surface.
The connection between the pile 2 and the Yatsutoko 3 can be easily released by removing the pile 2 and the Yatsutoko 3, and therefore the connection between the pile 2 and the Yatsutoko 3 can be easily released and the Yatsutoko 3 can be recovered without performing dangerous and complicated underwater work. Furthermore, since there is no loss due to pile cutting, economical effects can be obtained.

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

図面はこの発明の実施例を示すものであつて、
第1図はパイルにヤツトコを連結して水底地盤に
打込んだ状態を示す一部縦断側面図、第2図はヤ
ツトコにおけるチエーン係止装置にアンカー用チ
エーンを係止した状態を示す側面図、第3図はそ
の一部横断平面図、第4図はその正面図、第5図
はパイルとヤツトコとの嵌合接続部の縦断正面
図、第6図はそのA―A線断面図、第7図は第5
図のB―B線断面図、第8図はチエーン係止装置
を解放した状態を示す一部横断平面図である。 図において、1はアンカー用チエーン、2はパ
イル、3はヤツトコ、4はチエーン係止装置、5
は水底地盤、7はヤツトコ本体、8は打撃力伝達
用フランジ、9は補強兼打撃力伝達用リブ、12
および13は保持部材、14は係止板、15は係
止部材、16は支軸、17は線条体、18は係止
ピン、19はリンクである。
The drawings show embodiments of the invention,
Fig. 1 is a partially longitudinal side view showing a state in which Yatsutoko is connected to a pile and driven into the underwater ground; Fig. 2 is a side view showing a state in which an anchor chain is locked to a chain locking device in Yatsutoko; Fig. 3 is a partial cross-sectional plan view of the same, Fig. 4 is a front view thereof, Fig. 5 is a longitudinal sectional front view of the fitting connection part between the pile and the jack, Fig. 6 is a cross-sectional view taken along the line A--A, Figure 7 is the fifth
FIG. 8 is a partially cross-sectional plan view showing a state in which the chain locking device is released. In the figure, 1 is an anchor chain, 2 is a pile, 3 is a rope, 4 is a chain locking device, and 5 is a chain locking device.
is the underwater ground, 7 is the Yatsutoko main body, 8 is a flange for transmitting impact force, 9 is a rib for reinforcing and transmitting impact force, 12
13 is a holding member, 14 is a locking plate, 15 is a locking member, 16 is a support shaft, 17 is a filament, 18 is a locking pin, and 19 is a link.

Claims (1)

【特許請求の範囲】[Claims] 1 アンカー用チエーン1を連結したパイル2と
その上端部に着脱自在に嵌合されたヤツトコ3と
を、前記チエーン1およびヤツトコ3に取付けら
れたチエーン係止装置4により連結し、次に前記
ヤツトコ3を打撃してパイル2を水底地盤5に打
込んだのち、前記チエーン係止装置4を水面上か
らの操作により解放してチエーン係止装置4から
アンカー用チエーン1を離脱させ、次いでヤツト
コ3をパイル2から取外すことを特徴とするアン
カーチエーン付きパイル打設工法。
1. Connect the pile 2 to which the anchor chain 1 is connected and the yutoko 3 detachably fitted to the upper end of the pile 2 by means of the chain locking device 4 attached to the chain 1 and the yutoko 3, and then 3 to drive the pile 2 into the underwater ground 5, the chain locking device 4 is released by operation from above the water surface to detach the anchor chain 1 from the chain locking device 4, and then A pile driving method with an anchor chain, which is characterized in that the anchor chain is removed from the pile 2.
JP8651580A 1980-06-27 1980-06-27 Method for driving pile provided with anchor chain Granted JPS5712722A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8651580A JPS5712722A (en) 1980-06-27 1980-06-27 Method for driving pile provided with anchor chain

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8651580A JPS5712722A (en) 1980-06-27 1980-06-27 Method for driving pile provided with anchor chain

Publications (2)

Publication Number Publication Date
JPS5712722A JPS5712722A (en) 1982-01-22
JPS6262211B2 true JPS6262211B2 (en) 1987-12-25

Family

ID=13889116

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8651580A Granted JPS5712722A (en) 1980-06-27 1980-06-27 Method for driving pile provided with anchor chain

Country Status (1)

Country Link
JP (1) JPS5712722A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4818146A (en) * 1985-01-23 1989-04-04 Texhoma Contractors, Inc. Wellhead and conductor stabilized by a cable and anchor system
JPH0781272B2 (en) * 1988-01-05 1995-08-30 鹿島建設株式会社 Stress material installation method

Also Published As

Publication number Publication date
JPS5712722A (en) 1982-01-22

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