JP2772513B2 - Leader for sand pile formation and its expansion and contraction method - Google Patents

Leader for sand pile formation and its expansion and contraction method

Info

Publication number
JP2772513B2
JP2772513B2 JP22246195A JP22246195A JP2772513B2 JP 2772513 B2 JP2772513 B2 JP 2772513B2 JP 22246195 A JP22246195 A JP 22246195A JP 22246195 A JP22246195 A JP 22246195A JP 2772513 B2 JP2772513 B2 JP 2772513B2
Authority
JP
Japan
Prior art keywords
leader
flange
recess
sand pile
fixed
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 - Fee Related
Application number
JP22246195A
Other languages
Japanese (ja)
Other versions
JPH0941355A (en
Inventor
渡辺  要
大介 湯口
和郎 高田
良方 重岡
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.)
AI EICHI AI AMUTETSUKU KK
FUJI KAIJI KOGYO KK
Japan Industrial Land Development Co Ltd
Original Assignee
AI EICHI AI AMUTETSUKU KK
FUJI KAIJI KOGYO KK
Japan Industrial Land Development Co Ltd
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 AI EICHI AI AMUTETSUKU KK, FUJI KAIJI KOGYO KK, Japan Industrial Land Development Co Ltd filed Critical AI EICHI AI AMUTETSUKU KK
Priority to JP22246195A priority Critical patent/JP2772513B2/en
Publication of JPH0941355A publication Critical patent/JPH0941355A/en
Application granted granted Critical
Publication of JP2772513B2 publication Critical patent/JP2772513B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、砂杭造成用中空管
を備えた地盤打設船において、該中空管を案内支持する
ためのリーダーとその伸縮固定方法に関するものであ
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a leader for guiding and supporting a hollow pipe provided with a hollow pipe for forming a sand pile, and a method for expanding and contracting the leader.

【0002】[0002]

【従来の技術】砂杭打設船を使用して行われる最近の地
盤改良工事では、工事場所が沖合に展開するようにな
り、改良すべき軟弱層がより深くなるため、砂杭打設船
も大型化の傾向にある。しかしながら、瀬戸大橋や明石
海峡大橋など橋による高さ制限や、空港周辺における航
空機の離着陸による高さ制限など、砂杭造成用中空管を
吊り下げるリーダーもその高さが場所により制約される
ことになる。
2. Description of the Related Art In recent soil improvement works performed using a sand pile driving ship, the construction site has been developed offshore, and the soft layer to be improved becomes deeper. Are also increasing in size. However, the height of the leader that suspends the hollow pipe for sand pile formation is also limited by the location, such as height restrictions due to bridges such as the Seto Bridge and Akashi Kaikyo Bridge, and height restrictions due to takeoff and landing of aircraft near the airport. become.

【0003】従って、橋の下を通過するときや空港周辺
では長尺なリーダーもその高さを低くする必要があり、
特に工事場所の移動や台風避難等のために橋の下を通過
するときには、リーダーは一時的に低くすればよく、そ
のためにリーダーをいちいち分解したり、また元の通り
に組立てるには、大型のクレーン船が必要となり、時間
と莫大な費用がかかるので、リーダー高さを簡単に調整
できる方法が望まれている。
Therefore, when passing under a bridge or around an airport, long leaders also need to be lowered.
Especially, when passing under a bridge to move a construction site or evacuate a typhoon, the leader only needs to be lowered temporarily. The need for a crane ship, which is time consuming and enormous, requires a way to easily adjust the height of the leader.

【0004】[0004]

【発明が解決しようとする課題】本発明は、通常砂杭造
成用中空管よりも長尺なリーダーの高さを簡単に調整す
ることができ、しかも所定の高さで確実に固定すること
ができる砂杭造成用リーダーと該リーダーの伸縮固定方
法を提案するものである。
SUMMARY OF THE INVENTION According to the present invention, it is possible to easily adjust the height of a leader longer than a hollow pipe for forming a sand pile, and to securely fix the leader at a predetermined height. The present invention proposes a sand pile forming leader and a method of expanding and contracting the leader.

【0005】[0005]

【課題を解決するための手段】本発明は、リーダー上方
を内外二重にして内側リーダーを公知のピンローラージ
ャッキアップ装置により昇降自在に構成し、リーダーを
伸長して砂杭造成作業を行うときは、外側の主リーダー
内側に取付けられたフランジを内方へ向けて旋回させ、
該旋回フランジを伸長状態にある内側リーダーの下方に
設けられた凹部に固定し、また橋の下を通過する場合等
リーダーを短縮するときには、上記旋回フランジを立て
て内側リーダーを降下させるようにしたものである。以
下、本発明の実施の形態を図により説明する。
SUMMARY OF THE INVENTION According to the present invention, when the leader is extended up and down by a known pin roller jack-up device with the upper part of the leader being doubled inside and outside, the leader is extended to perform sand pile forming work. Turns the flange attached inside the outer main leader inward,
The swivel flange is fixed to a recess provided below the extended inner leader, and when the leader is shortened, for example, when passing under a bridge, the swivel flange is raised to lower the inner leader. Things. Hereinafter, embodiments of the present invention will be described with reference to the drawings.

【0006】[0006]

【発明の実施の形態】図1は伸長状態にある本発明のリ
ーダー上方部分を示す側面説明図で、1は平面角型の主
リーダーで、例えば高さが40〜70mにも及び、砂杭
打設船の前端部に立設されている。2は主リーダー1内
上方を昇降自在の平面角型の内リーダーで、その頭部に
は砂杭造成用中空管(図示せず)を吊持するためのワイ
ヤー17を掛ける滑車を備えたトップシーブ3が取付け
られており、該内リーダー2の長さは例えば10〜15
mである。
DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 is an explanatory side view showing an upper part of a leader according to the present invention in an extended state. Reference numeral 1 denotes a flat square main leader, for example, a height of 40 to 70 m and a sand pile. It is erected at the front end of the casting boat. Reference numeral 2 denotes a flat square inner leader which can move up and down inside the main leader 1 and has a pulley on its head for hanging a wire 17 for suspending a hollow pipe (not shown) for forming a sand pile. A top sheave 3 is attached, and the length of the leader 2 is, for example, 10 to 15
m.

【0007】上記主リーダー1の後面上端部に突設され
た据付台4上には例えば実開平1−68389号公報に
開示されるような回転駆動装置5と減速機6とピンロー
ラー式ピニオン7とから構成されるピンローラージャッ
キアップ装置が設置されており、上記ピニオン7は内リ
ーダー2の後面中央部にその長さ方向に設けられたラッ
ク8と歯合し、駆動装置5の駆動により内リーダー2を
昇降させるように構成され、これによりリーダー全体の
高さを伸縮させる。
On a mounting table 4 protruding from the upper end of the rear surface of the main leader 1, for example, a rotary driving device 5, a speed reducer 6, and a pin roller type pinion 7 as disclosed in Japanese Utility Model Laid-Open Publication No. 1-68389. The pinion 7 is engaged with a rack 8 provided in the center of the rear surface of the inner leader 2 in the length direction thereof, and the pinion 7 is driven by the driving device 5 to drive the inner pinion. The reader 2 is configured to move up and down, thereby expanding and contracting the height of the entire reader.

【0008】9は内リーダー2の下方の前後両側に形成
された凹部、10は主リーダー1の上記ピンローラージ
ャッキアップ装置より下側の前後内面に水平に突設固定
された取付板11の上面に軸12により軸回転式に取付
けられた2枚の旋回フランジで、上記内リーダー凹部9
は該旋回フランジ10が直立状態から水平状態となるま
で上下方向に自由に旋回できる大きさとなっている。
Reference numeral 9 denotes recesses formed on both front and rear sides below the inner reader 2. Reference numeral 10 denotes an upper surface of a mounting plate 11 which is horizontally projectingly fixed to the front and rear inner surfaces of the main reader 1 below the pin roller jack-up device. The inner leader recess 9 is formed by two rotating flanges which are mounted on the shaft
The size is such that the turning flange 10 can freely turn in the vertical direction from the upright state to the horizontal state.

【0009】しかして、砂杭造成作業を行う場合など、
リーダー伸長時は、上記前後2枚の旋回フランジ10を
内方へ水平に倒して、これを支持する主リーダー1内側
の取付板11上にボルト13止めすると共に、内リーダ
ー2の上記凹部9の上底部9aにもボルト14により固
定する(図1〜2参照)。これにより、砂杭造成作業時
の全重荷重は前後2枚の旋回フランジ10で受け止める
ことになる。
However, for example, when performing sand pile formation work,
When the leader is extended, the two front and rear revolving flanges 10 are tilted horizontally inward, and are bolted to the mounting plate 11 inside the main leader 1 for supporting the same. It is also fixed to the upper bottom part 9a by bolts 14 (see FIGS. 1 and 2). Thus, the full heavy load during the sand pile forming operation is received by the two front and rear turning flanges 10.

【0010】なお、リーダーを伸長するときには、上記
の如くピンローラージャッキアップ装置により内リーダ
ー2を上昇させ、上記内リーダー凹部9の下底部9bが
主リーダー1内の取付板11近傍まで来れば、起立して
いる旋回フランジ10を該内リーダー凹部9内に向けて
旋回させるスペースを確保することができ、しかる後に
内リーダー2を若干降下させて水平に倒した旋回フラン
ジ10上面が凹部9の上底部9aに接したら、上記の如
くボルト13及び14によりリーダー伸長状態で固定す
るのである。
When the leader is extended, the inner leader 2 is raised by the pin roller jack-up device as described above, and if the lower bottom 9b of the inner leader recess 9 comes close to the mounting plate 11 in the main leader 1, It is possible to secure a space for turning the upstanding swivel flange 10 toward the inner leader recess 9, and then slightly lower the inner leader 2 to lie down horizontally so that the upper surface of the swivel flange 10 is above the recess 9. When it comes into contact with the bottom 9a, it is fixed in the leader extended state by the bolts 13 and 14 as described above.

【0011】そして、橋の下を通過する場合など、リー
ダー高さを低くするときには、今度は逆に水平となって
いる旋回フランジ10を内リーダー凹部9の下底部9b
にいったん近付けるべく内リーダー2を少しく上昇させ
て、旋回フランジ10の旋回スペースを確保した後、該
フランジ10が凹部9内から離脱するように上方へ旋回
させ、該フランジ10を主リーダー1内の取付板11上
に起立させる(図2参照)。
When lowering the height of the leader, for example, when passing under a bridge, the turning flange 10 which is now horizontal is inverted by the lower bottom 9b of the inner leader recess 9.
, The inner leader 2 is slightly raised to secure the turning space of the turning flange 10, and then turned upward so as to separate from the inside of the recess 9, and the flange 10 is moved inside the main leader 1. It stands on the mounting plate 11 (see FIG. 2).

【0012】これにより、内リーダー2は上記旋回フラ
ンジ10に邪魔されることなく上記ジャッキアップ装置
の駆動によって主リーダー1内を降下させることができ
るので、内リーダー2上端のつば板15が主リーダー上
端のつば板16に当接するまで降下させるのである(図
4参照)。なお、このリーダー短縮状態でも砂杭造成作
業を行う場合があり、この場合には上下両つば板15,
16を互いにボルト固定するようにする。
Thus, the inner leader 2 can be lowered in the main leader 1 by the driving of the jack-up device without being obstructed by the turning flange 10, so that the flange 15 at the upper end of the inner leader 2 is It is lowered until it comes into contact with the brim plate 16 at the upper end (see FIG. 4). In some cases, sand pile formation work may be performed even in this leader shortened state. In this case, both upper and lower brim plates 15,
16 are bolted together.

【0013】[0013]

【発明の効果】本発明の砂杭造成用リーダーは上述のよ
うに公知のピンローラージャッキアップ装置により伸縮
させるものであるが、このジャッキアップ装置は内リー
ダー2とその装置頭部のトップシーブ3の合計重量を昇
降させる能力を有すればよく、リーダーを伸長させて砂
杭造成作業を行うときの重荷重は水平に旋回させた旋回
フランジ10で受け、またリーダー短縮時の重荷重は主
リーダー1上端のつば板16で受けるので、該ジャッキ
アップ装置を小型,軽量化することができ、リーダーを
一時的に低くすることも極めて簡単かつ短時間で行うこ
とができ、リーダーの伸長状態及び短縮状態での固定も
容易であり、経済的にも優れた降下を有する。
As described above, the sand pile forming leader of the present invention is expanded and contracted by the well-known pin roller jack-up device. The jack-up device includes the inner leader 2 and the top sheave 3 at the head of the device. It is sufficient if the leader has the ability to raise and lower the total weight. The heavy load when the leader is extended to perform the sand pile formation work is received by the swiveling flange 10 which is horizontally turned, and the heavy load when the leader is shortened is the main leader. Since the jack-up device is received by the collar plate 16 at the upper end, the size of the jack-up device can be reduced in size and weight, and the height of the leader can be reduced very easily and in a short time. It is easy to fix in the state, and has an economically excellent descent.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明に係る砂杭造成用リーダーの伸長時の状
態を示す側面説明図である。
FIG. 1 is an explanatory side view showing a state in which a sand pile forming leader according to the present invention is extended.

【図2】本発明に係る砂杭造成用リーダーの伸長時の状
態を示す要部の拡大側面説明図である。
FIG. 2 is an enlarged side explanatory view of a main part of the sand pile forming leader according to the present invention in an extended state.

【図3】図1のA−A断面図である。FIG. 3 is a sectional view taken along line AA of FIG. 1;

【図4】本発明に係る砂杭造成用リーダーの短縮時の状
態を示す側面説明図である。
FIG. 4 is an explanatory side view showing a state at the time of shortening of the sand pile forming leader according to the present invention.

【符号の説明】[Explanation of symbols]

1−主リーダー 2−内リーダー 3−トップシーブ 4−据付台 5−回転駆動装置 6−減速機 7−ピンローラー式ピニオン 8−ラック 9−凹部 10−旋回フランジ 11−取付板 12−軸 13−ボルト 14−ボルト 15−つば板 16−つば板 1-leader 2-inner leader 3-top sheave 4-installation table 5-rotation drive 6-reducer 7-pin roller type pinion 8-rack 9-recess 10-rotating flange 11-mounting plate 12-shaft 13- Bolt 14-Bolt 15-Brim plate 16-Brim plate

───────────────────────────────────────────────────── フロントページの続き (72)発明者 湯口 大介 兵庫県相生市相生5292番地 株式会社ア イ・エイチ・アイ・アムテック内 (72)発明者 高田 和郎 兵庫県相生市相生5292番地 株式会社ア イ・エイチ・アイ・アムテック内 (72)発明者 重岡 良方 兵庫県相生市相生5377番地の8 富士海 事工業株式会社内 (56)参考文献 特開 昭49−85805(JP,A) 特開 平1−187216(JP,A) 実開 平2−89025(JP,U) 実開 平1−65332(JP,U) 実開 昭56−103395(JP,U) (58)調査した分野(Int.Cl.6,DB名) E02D 3/10 104──────────────────────────────────────────────────の Continuing on the front page (72) Inventor Daisuke Yuguchi 5292 Aioi, Aioi-shi, Hyogo Inside AIH AMTEC Co., Ltd. (72) Inventor Kazuo Takada 5292 Aioi, Aioi-shi, Hyogo Ai Inc.・ H.I.A.M.T.Tech. (72) Inventor: Ryokata Shigeoka 5377, Aioi, Aioi-shi, Hyogo Prefecture Inside Fujikai Industries Co., Ltd. (56) References JP-A-49-85805 (JP, A) 1-187216 (JP, A) JP-A 2-89025 (JP, U) JP-A 1-65332 (JP, U) JP-A 56-103395 (JP, U) (58) Fields surveyed (Int. Cl. 6 , DB name) E02D 3/10 104

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 砂杭造成用中空管を支持するリーダーの
上方を内外二重に構成し、外側の主リーダーの上端部外
側にはピンローラージャッキアップ装置を設置して該装
置を横成するピンローラー式ピニオンを内リーダー外側
にその長さ方向に設けられたラックと噛合させて該内リ
ーダーを昇降自在に構成し、主リーダーの上記ジャッキ
アップ装置より下側の前後内面には上下方向に旋回しか
つ水平方向で固定可能な旋回フランジを上面に軸着した
取付板がそれぞれ突設固定され、内リーダーの下方前後
両側には上記旋回フランジが旋回可能な大きさの凹部を
形成してなることを特徴とする砂杭造成用リーダー。
An upper part of a leader for supporting a hollow pipe for sand pile formation is formed inside and outside, and a pin roller jack-up device is installed outside an upper end portion of an outer main leader. A pin roller type pinion to be engaged with a rack provided on the outside of the inner leader in the length direction thereof so that the inner leader can be moved up and down, and the front and rear inner surfaces of the main leader below the jack-up device are arranged vertically. The mounting plate, which is pivotally pivoted and can be fixed in the horizontal direction, is fixed to the upper surface thereof by projecting and fixed, and the lower and front sides of the inner leader are formed with recesses large enough to pivot the pivot flange. A leader for sand pile formation.
【請求項2】 砂杭造成用中空管を支持するリーダーの
上方を内外二重に構成して、内リーダーをピンローラー
ジャッキアップ装置により昇降自在とし、外側の主リー
ダーの上記ジャッキアップ装置より下側の前後内面には
上下方向に旋回しかつ水平方向で固定可能な旋回フラン
ジを上面に軸着した取付板がそれぞれ突設固定され、内
リーダーの下方前後両側には上記旋回フランジが旋回可
能な大きさの凹部を形成し、 リーダーを伸長するときには、内リーダーの上記凹部の
下底部が主リーダーの上記取付板位置まで該内リーダー
を上昇させて該取付板上に起立している上記旋回フラン
ジを該凹部内に旋回させて横に倒し、該フランジと取付
板をボルト固定し、次に内リーダーを若干降下させて旋
回フランジを上記凹部の上底部にボルト固定し、 またリーダーを短縮するときには、いったん内リーダー
を少しく上昇させて水平固定された旋回フランジを上記
内リーダー凹部の下底部位置に近付けて該フランジを上
方旋回させることにより該凹部内から離脱させ、しかる
後に内リーダー上端のつば板が主リーダー上端のつば板
に当接するまで降下させるようにしてなることを特徴と
する砂杭造成用リーダーの伸縮固定方法。
2. The upper part of the leader supporting the hollow pipe for forming sand piles is configured to be double inside and outside, and the inner leader can be moved up and down by a pin roller jack-up device. On the lower front, front and rear inner surfaces, mounting plates are provided that are protrudingly fixed to the upper surface, with a pivoting flange that can pivot vertically and can be fixed in the horizontal direction on the upper surface. When the leader is extended, the lower bottom of the recess of the inner leader raises the inner leader to the position of the mounting plate of the main leader, and the revolving member stands on the mounting plate. Swivel the flange into the recess and turn it sideways, fix the flange and the mounting plate with bolts, and then lower the inner leader slightly to secure the swivel flange to the upper bottom of the recess. Also, when shortening the leader, once the inner leader is slightly raised, the horizontally fixed swiveling flange is brought close to the lower bottom position of the inner leader recess, and the flange is swung upward to be separated from the inside of the recess. A method of telescopically fixing a leader for sand pile formation, wherein the upper leader plate is later lowered until the brim plate at the upper end of the inner leader comes into contact with the brim plate at the upper end of the main leader.
JP22246195A 1995-07-27 1995-07-27 Leader for sand pile formation and its expansion and contraction method Expired - Fee Related JP2772513B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP22246195A JP2772513B2 (en) 1995-07-27 1995-07-27 Leader for sand pile formation and its expansion and contraction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP22246195A JP2772513B2 (en) 1995-07-27 1995-07-27 Leader for sand pile formation and its expansion and contraction method

Publications (2)

Publication Number Publication Date
JPH0941355A JPH0941355A (en) 1997-02-10
JP2772513B2 true JP2772513B2 (en) 1998-07-02

Family

ID=16782786

Family Applications (1)

Application Number Title Priority Date Filing Date
JP22246195A Expired - Fee Related JP2772513B2 (en) 1995-07-27 1995-07-27 Leader for sand pile formation and its expansion and contraction method

Country Status (1)

Country Link
JP (1) JP2772513B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102215650B1 (en) * 2020-05-07 2021-02-15 (주)백제중공업 Foldable PBD construction equipment for improvement of soft ground and construction method using of the same
KR102419449B1 (en) * 2021-10-20 2022-07-11 지이산업 주식회사 Leader telescopic driving pile machine

Also Published As

Publication number Publication date
JPH0941355A (en) 1997-02-10

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