JP4410006B2 - Hollow pipe for sand pile construction, connecting device attaching / detaching device, and telescopic device for hollow pipe for sand pile construction - Google Patents

Hollow pipe for sand pile construction, connecting device attaching / detaching device, and telescopic device for hollow pipe for sand pile construction Download PDF

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JP4410006B2
JP4410006B2 JP2004083462A JP2004083462A JP4410006B2 JP 4410006 B2 JP4410006 B2 JP 4410006B2 JP 2004083462 A JP2004083462 A JP 2004083462A JP 2004083462 A JP2004083462 A JP 2004083462A JP 4410006 B2 JP4410006 B2 JP 4410006B2
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sand pile
hollow tube
moving
wedge
holding
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JP2004308410A (en
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光明 宮田
渡辺  要
浩登 前田
大介 湯口
弘次 上原
幸正 佐藤
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Aomi Construction Co Ltd
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Description

本発明は、地盤改良工事等の基礎杭造成用の穴を地中に形成するための砂杭造成用中空管に関し、砂杭造成用中空管の伸縮作業を短時間で容易に行うことができる砂杭造成用中空管、連結具着脱装置及び砂杭造成用中空管の伸縮装置に関するものである。   The present invention relates to a sand pile building hollow pipe for forming a foundation pile building hole in the ground for ground improvement work, etc., and to easily extend and contract the sand pile building hollow pipe in a short time. The present invention relates to a sand pile building hollow tube, a connecting tool attaching / detaching device, and a sand pile building hollow tube expansion / contraction device.

海底等の地盤改良工事では、砂地などの軟弱地盤を固めるために、砂杭造成用中空管(ケーシングパイプ)が打撃、回転されつつ地中に押し込まれて掘削され、掘削穴が形成される。この砂杭造成用中空管は両端の接続部で互いに連結、分離され伸縮できるようになっている。   In the ground improvement work such as the seabed, in order to harden the soft ground such as sand, the hollow pipe (casing pipe) for sand pile formation is blown and rotated while being pushed into the ground to form an excavation hole . These sand pile building hollow pipes are connected and separated from each other at the connecting portions at both ends so that they can expand and contract.

ところで、羽田沖等の海に面した既存空港の拡張工事等の砂杭打設船を使用して行われる地盤改良工事では、航空機の離着陸による高さ制限があり、砂杭造成用中空管もその長さを制限されることになる。従って、長尺な砂杭造成用中空管を掘削穴毎の砂杭打設作業開始時及び終了時に伸縮させる必要がある。   By the way, in ground improvement work using sand pile driving vessels such as expansion work of existing airports facing the sea off Haneda etc., there is a height restriction due to takeoff and landing of aircraft, and a hollow pipe for sand pile formation Will be limited in length. Therefore, it is necessary to expand and contract the long sand pile forming hollow pipe at the start and end of the sand pile driving operation for each excavation hole.

従来より、この砂杭造成用中空管は10m程度の短管を軸方向に連結された状態で掘削に用いられ、その連結部はボルトとナットで、或いは連結板で互いに固定され、その接続部で砂杭造成用中空管の連結、分離ができるようになっている(例えば、特許文献1,2)。
実公昭49−23604号公報 特開平8−218761号公報
Conventionally, this sand pile building hollow pipe is used for excavation with a short pipe of about 10m connected in the axial direction, and its connecting part is fixed to each other with bolts and nuts or connecting plates. It is possible to connect and separate the sand pile building hollow pipe at the part (for example, Patent Documents 1 and 2).
Japanese Utility Model Publication No. 49-23604 JP-A-8-218761

上記砂杭造成用中空管をボルトとナットで締め付け連結するものでは、砂杭造成用中空管の伸縮時に長さ10m程度の砂杭造成用中空管をその端部に設けたフランジの位置合わせの上、直径1m前後のフランジ周上の20ヶ所程をボルトとナットでトルクレンチを使用して定格で締め付けたり、取り外す必要があり、その手作業には時間と労力を要し煩雑であり、費用が増大し地盤改良工事のコスト上昇の要因となっている。また砂杭造成用中空管を打設する際の過大な負荷によってボルトやナットが変形したり破損してしまうという欠点もあり、特に高さ制限のある海域での地盤改良工事では砂杭造成用中空管の伸縮作業を短時間に確実に行う技術開発が望まれている。   When the sand pile building hollow tube is tightened and connected with bolts and nuts, the sand pile building hollow tube having a length of about 10 m when the sand pile building hollow tube is expanded or contracted After alignment, it is necessary to tighten or remove about 20 places on the circumference of the flange with a diameter of around 1 m using a torque wrench with bolts and nuts, and the manual work takes time and labor, and is complicated. The cost is increasing, which is the cause of the cost of ground improvement work. In addition, there is a disadvantage that bolts and nuts are deformed or damaged due to excessive load when placing a hollow pipe for sand pile construction, especially in ground improvement work in the sea area where height is restricted. Development of technology that reliably performs expansion and contraction work for hollow tubes in a short time is desired.

本発明は、砂杭造成用中空管を強固に連結するとともに、その連結と分離及び格納の伸縮作業を短時間で容易に、かつ安全、確実に、しかも遠隔操作で自動的に行うことのできる砂杭造成用中空管、その連結具着脱装置、及び砂杭造成用中空管の伸縮装置を提供することを目的とするものである。   The present invention firmly connects the hollow pipes for sand pile construction, and can perform the expansion, contraction and retracting operations of the sand piles easily, safely, reliably and automatically by remote operation in a short time. An object of the present invention is to provide a hollow pipe for sand pile construction, a connecting / detaching device for the same, and a telescopic device for the hollow pipe for sand pile construction.

請求項1に記載の発明は、接続部で互いに軸方向に連結される砂杭造成用中空管であって、前記砂杭造成用中空管は、両端部に肉厚フランジ部を有し、前記フランジ部側面において外周側面から該中空管の中心部に向かって開口された複数の半穴部をフランジ部の外周部間隔に、かつ両フランジ部の対称位置に設け、前記半穴部は、該中空管の軸方向の内方に幅広部を有し、かつフランジ部中心に向かい幅狭になる傾斜を有し、前記フランジ部を合わせることで両フランジ部の半穴部によって形成される穴部に挿入されるくさび状連結具を備えることを特徴とする砂杭造成用中空管である。
The invention according to claim 1 is a sand pile forming hollow pipe that is axially coupled to each other at a connecting portion, and the sand pile forming hollow pipe has thick flange portions at both ends. , a plurality of half-hole which is open towards the center of the hollow tube from the outer peripheral side to the spacing at the outer peripheral portion of the flange portion on the side surface of the flange portion, and arranged at symmetrical positions of the flange portions, wherein The half hole portion has a wide portion inward in the axial direction of the hollow tube, and has a slope that becomes narrower toward the center of the flange portion. It is a hollow pipe for sand pile formation characterized by providing the wedge-shaped connector inserted in the hole formed by the part.

上記構成の砂杭造成用中空管によれば、中空管両端のフランジ部に形成される穴部とその穴部に挿入されるくさび状連結具を有し、軸方向に合わされたフランジ部周上の半穴部により形成される軸方向に幅広部を有する穴部に対して、これに内接するくさび状連結具を押し込む或いは引き抜くことにより、中空管の連結、分離を短時間で確実に行うことができ、また穴部内面の傾斜とくさび状連結具側面との摩擦抵抗により発生する高い締め付け力でフランジ部を締め付け強固な連結強度を得ることができる。
According to the sand pile forming hollow tube having the above-described configuration, the flange portion having a hole portion formed in the flange portion at both ends of the hollow tube and a wedge-shaped connector inserted in the hole portion and aligned in the axial direction. against the hole portion having a wide portion in the axial direction which is formed by the semi-holes on the circumference, by or pulling it pushes the wedge-like connecting component inscribed thereto, connecting the hollow tube, the separation in a short period of time This can be performed reliably, and the flange portion can be tightened with a high tightening force generated by the frictional resistance between the inclination of the inner surface of the hole and the side surface of the wedge-shaped connector, and a strong connection strength can be obtained.

請求項2に記載の発明は、前記発明の砂杭造成用中空管を連結又は分離するための連結具着脱装置であって、2本の砂杭造成用中空管の前記フランジ部を合わせることにより両フランジ部に有する半穴部によって形成された穴部に対して、該穴部に対応した形状の前記くさび状連結具を挿入又は引き抜くための連結具着脱装置であり、前記くさび状連結具を保持する保持具と、前記くさび状連結具と保持具とを接続するための接続手段と、前記くさび状連結具を保持した保持具を前記穴部に対して移動するための移動手段とを備えることを特徴とする連結具着脱装置である。
The invention according to claim 2 is a connecting device attaching / detaching device for connecting or separating the sand pile forming hollow pipe according to the invention, wherein the flange portions of the two sand pile forming hollow pipes are combined. for the hole formed by the semi-hole with the flange portions by a connector attachment apparatus of fit of the wedge-like connecting component inserted or pulled disconnect was Ku having a shape corresponding to the hole portion, wherein A holder for holding the wedge-shaped coupler, connection means for connecting the wedge-shaped coupler and the holder, and a holder for holding the wedge-shaped coupler for moving the holder with respect to the hole. It is a connection tool attaching / detaching apparatus characterized by including a moving means.

本発明の連結具着脱装置によれば、保持具がくさび状連結具を保持した状態で、移動手段によりフランジ部に開口された穴部に対して前後に移動し該連結具を挿入、引き抜きを行い、接続手段によって保持具に該連結具を装着、切り離しが行われるので、砂杭造成用中空管の連結、分離作業からくさび状連結具を着脱する手作業が軽減され、労力や作業時間の短縮が図られ、また作業の安全性を向上することができる。   According to the coupling tool attaching / detaching device of the present invention, in a state where the holding tool holds the wedge-shaped coupling tool, the moving means moves back and forth with respect to the hole portion opened in the flange portion, and the coupling tool is inserted and pulled out. Since the connecting means is attached to and detached from the holder by the connecting means, the manual work of attaching and detaching the wedge-shaped connecting tool from the connection and separation work of the sand pile building hollow pipe is reduced, and labor and work time are reduced. Can be shortened and work safety can be improved.

請求項3に記載の発明は、前記くさび状連結具が、該連結具背面から開孔された施錠孔と、該施錠孔の前面側に該施錠孔より径大の空間部からなる旋錠部とを有し、前記保持具が、前記くさび状連結具の旋錠部に係止する径大の保持部を端部に有する前記施錠孔に挿通可能なロッドからなり、前記接続手段が、前記保持部を回動させる回転駆動装置からなり、前記移動手段が、前記保持部を有するロッドを備えたシリンダー装置からなることを特徴とする請求項2に記載の連結具着脱装置である。   The invention according to claim 3 is characterized in that the wedge-shaped coupling tool includes a locking hole opened from the back surface of the coupling tool, and a locking portion including a space portion having a diameter larger than the locking hole on the front surface side of the locking hole. And the holding tool comprises a rod that can be inserted into the locking hole having an end having a large-diameter holding part that engages with the locking part of the wedge-shaped connecting tool, and the connecting means includes the holding part. The coupling tool attaching / detaching device according to claim 2, wherein the connecting means is a cylinder device including a rod having the holding portion.

この連結具着脱装置によれば、くさび状連結具が上記施錠孔と旋錠部とを有し、前記保持具が前記施錠部に係止する径大の保持部を有することで、連結具を保持具に装着、或いは切り離す作業が極めて簡単なものとなり、連結具取り扱いの作業労力を大幅に軽減すると共に、連結具の保持を確実なものとする。また、くさび状連結具の穴部への着脱作業が回転駆動装置やシリンダー装置により行われることで、くさび状連結具の保持具への着脱が容易となり、砂杭造成用中空管の伸縮作業性をより向上し、安全性を高めるものとなり、またシリンダー装置によって所定の押し込み力で連結具を穴部に挿入することで連結を強固にするとともに分離時のくさび状連結具の引き抜きを容易にする。   According to this coupling tool attaching / detaching device, the wedge-shaped coupling tool has the locking hole and the locking part, and the holding tool has a large-diameter holding part that is locked to the locking part, thereby holding the coupling tool. The work of attaching to or disconnecting from the tool becomes extremely simple, greatly reducing the labor for handling the connector and ensuring the holding of the connector. In addition, by attaching / detaching the wedge-shaped coupling tool to / from the hole with a rotary drive device or cylinder device, it becomes easy to attach / detach the wedge-shaped coupling tool to / from the holder, and the sand pipe construction hollow tube can be expanded and contracted. This improves the safety and enhances safety, and the cylinder device inserts the connector into the hole with a predetermined pushing force to strengthen the connection and easily pull out the wedge-shaped connector during separation. To do.

請求項4に記載の発明は、請求項1に記載の砂杭造成用中空管を連結或いは分離し、格納するための伸縮装置であって、請求項2又は3に記載の連結具着脱装置を2本の前記砂杭造成用中空管のフランジ部を合わせることにより形成される穴部に対応するように配してなり、前記くさび状連結具を前記フランジ部に着脱するための連結具着脱架台と、前記連結具着脱架台を搭載するとともに前記砂杭造成用中空管を保持する砂杭造成用中空管の保持架台と、前記保持架台を搭載し移動させる移動架台とからなる砂杭造成用中空管の連結装置と、前記砂杭造成用中空管の連結装置を移動可能に搭載する移動レールとその移動手段と、前記砂杭造成用中空管を格納するやぐらを備えた砂杭造成用中空管の格納装置とから構成されることを特徴とする砂杭造成用中空管の伸縮装置である。
Invention according to claim 4, connected or separated Sunakui hollow tube for reclamation according to claim 1, a Shin contraction device for storing, coupler releasably according to claim 2 or 3 coupling for detachable device will be arranged to correspond to the hole portion formed by aligning the flange portion of the sand pile Construction hollow tube two, the wedge-like connecting component to the flange portion A tool mounting / demounting base; a sand pile forming hollow tube holding base for mounting the connecting tool mounting / demounting base and holding the sand pile forming hollow tube; and a moving base for mounting and moving the holding base. A sand pile building hollow pipe connecting device, a sand rail building hollow tube connecting device movably mounted thereon, a moving means thereof, and a sand tower for storing the sand pile building hollow tube. It is composed of a storage device for hollow pipes for sand pile construction provided. An expansion device Sunakui Construction hollow tube.

本発明の砂杭造成用中空管の伸縮装置においては、請求項5に記載のように、前記砂杭造成用中空管の連結装置において、前記連結具着脱架台が、複数の前記連結具着脱装置を配し、前記砂杭造成用中空管を挿通する開口部を有する一対の位置調整架台と、前記位置調整架台と嵌合し該位置調整架台を回動可能とし前記フランジ部の穴部に対応するように前記連結具着脱装置の位置を調整するための環状レールを備え、前記砂杭造成用中空管を挿通する開口部を有する一対の移動架台とからなり、前記位置調整架台と共に該移動架台を1体化又は分割状態に移動可能とするローラとその移動手段を有し、前記砂杭造成用中空管の保持架台が、前記一対の連結具着脱架台を移動可能にそれぞれ搭載する一対の架台であり、前記砂杭造成用中空管を回動可能に保持する保持部を有し、該架台を1体化又は分割状態に移動可能とするローラとその移動手段を有し、前記移動架台が、前記保持架台を移動可能に搭載する枠体からなり、前記枠体に移動用ローラを備えるとともに砂杭造成用中空管の位置決めを行うための支持枠を設けたものとすることができる。   In the expansion and contraction device for a sand pile forming hollow pipe according to the present invention, as described in claim 5, in the connecting device for the sand pile forming hollow tube, the connecting tool detachable mount includes a plurality of the connecting tools. A pair of position adjusting stands having an opening through which the sand pile forming hollow pipe is inserted, and a hole in the flange portion that is fitted to the position adjusting stand and is capable of rotating the position adjusting stand. And a pair of moving pedestals having an annular rail for adjusting the position of the coupling tool attaching / detaching device so as to correspond to a portion, and having an opening for inserting the hollow pipe for sand pile formation, And a roller and a moving means for moving the moving stand in one body or in a divided state, and the holding stand for the sand pipe forming hollow tube is capable of moving the pair of connecting / dismounting mounts. A pair of mounts to be mounted, the hollow pipe for sand pile formation A frame that has a holding portion that is rotatably held, has a roller that can move the gantry into a single unit or in a divided state, and a moving unit thereof, and the moving gantry mounts the holding gantry to be movable The frame body may be provided with a moving roller and a support frame for positioning the sand pile forming hollow tube.

本発明の砂杭造成用中空管の伸縮装置によれば、フランジ部穴部へのくさび状連結具の挿入、引き抜きによる砂杭造成用中空管の連結、分離、砂杭造成用中空管の移動、及び砂杭造成用中空管の格納などの砂杭造成用中空管の一連の伸縮作業が容易に行われる。   According to the sand pipe building hollow tube expansion / contraction device of the present invention, the wedge pile connecting tool is inserted into the flange hole portion, and the sand pile building hollow tube is connected and separated by pulling out. A series of expansion and contraction operations of the sand pile forming hollow tube such as moving the pipe and storing the sand pile forming hollow tube are easily performed.

請求項6に記載の発明は、各作業工程を遠隔操作する自動操作装置を備えることを特徴とする請求項4又は5に記載の砂杭造成用中空管の伸縮装置である。   Invention of Claim 6 is equipped with the automatic operation apparatus which carries out remote operation of each work process, It is an expansion-contraction apparatus of the hollow pipe for sand pile formation of Claim 4 or 5 characterized by the above-mentioned.

本発明によれば、砂杭造成用中空管の連結、分離、砂杭造成用中空管の移動、格納などの伸縮作業の全作業を遠隔から自動的に操作することができ、作業の自動化、省人化、さらに高所作業を必要とせず作業の安全性の向上が図られる。   According to the present invention, it is possible to automatically operate all the telescopic work such as connection and separation of the sand pile building hollow pipe, movement and storage of the sand pile building hollow pipe from a remote location. Automation, manpower saving, and work safety can be improved without requiring work at high places.

上記砂杭造成用中空管の伸縮装置を砂杭打設船に搭載することで、高さ制限のある沿岸海域での地盤改良工事においても、砂杭造成用中空管の伸縮が短時間で容易に行うことができるようになり、工事の安全性確保、期間短縮や低コスト化が可能となる。   By installing the above sand pile building hollow tube expansion and contraction device on a sand pile driving ship, the sand pile building hollow tube can be expanded and contracted in a short time even in ground improvement work in coastal areas with height restrictions. This makes it possible to easily carry out the work, ensuring construction safety, shortening the time and reducing costs.

以上説明したように、本発明によれば、砂杭造成用中空管の連結、分離、移動、格納作業を自動化することにより、砂杭造成用中空管の伸縮が極めて容易に短時間で可能となり、従来の手作業を解放して作業時間、労力、作業費用を節減することができる。また、高所作業を必要とせず、さらに遠隔自動操作を採用することで大幅な省人化、安全性向上を図ることができ、工事期間の短縮や費用の低減を実現する優れた効果を有している。   As described above, according to the present invention, by automatically connecting, separating, moving and storing the sand pile forming hollow pipe, the sand pile forming hollow pipe can be expanded and contracted very easily in a short time. It is possible to save the work time, labor and work cost by releasing the conventional manual work. In addition, it does not require work at a high place, and by adopting remote automatic operation, it can greatly reduce labor and improve safety, and has the excellent effect of shortening the construction period and reducing costs. is doing.

以下に本発明の実施の形態を図面に基づいて説明する。   Embodiments of the present invention will be described below with reference to the drawings.

図1は、実施形態の砂杭造成用中空管100を示す一部を省略した側面図、図2はフランジ部側面の部分拡大図、図3はフランジ部の底面図、図4は上下2本の砂杭造成用中空管100をフランジ部で合わせ、各々の半穴部を対応させフランジ部側面に等間隔に穴部を形成したフランジ部側面図、図5は図4のA−A線断面図である。   FIG. 1 is a side view in which a part of the embodiment of the sand pile forming hollow tube 100 is omitted, FIG. 2 is a partially enlarged view of a side surface of the flange portion, FIG. 3 is a bottom view of the flange portion, and FIG. FIG. 5 is a side view of the flange part in which the hollow pipes 100 for sand pile formation are aligned at the flange part, and the hole parts are formed at equal intervals in the flange part side face corresponding to each half hole part. It is line sectional drawing.

砂杭造成用中空管100は、本体部が直径800〜1000mm、長さ10m程度の鋼製中空管101からなり、中空管101の両端部に厚み210mm程度、鍔幅120mm程度の鋼製フランジ部102が溶接されている。   The sand pile forming hollow tube 100 is composed of a steel hollow tube 101 having a main body of 800 to 1000 mm in diameter and about 10 m in length, and steel having a thickness of about 210 mm and a ridge width of about 120 mm at both ends of the hollow tube 101. The flange portion 102 is welded.

図に示すように、フランジ部102には、断面がそのフランジ部の側面において外周側面から中空管101の中心部に向かってフランジ部径方向の全厚みに渡り開口される半穴部であって、中空管101の軸方向内方に幅広部110a,111aを有し、かつフランジ部の中心方向に幅狭になる所定角度の傾斜110b,111bを有する断面形状の異なる半穴部110と111が、フランジ部102外周上の等間隔に交互に設けられている。この半穴部110,111は他方のフランジ部102の対称位置にも同一形状の半穴部110、111が設けられている。
As shown in the figure, the flange portion 102 is a half-hole portion whose cross section is opened over the entire thickness in the flange portion radial direction from the outer peripheral side surface toward the center portion of the hollow tube 101 on the side surface of the flange portion. Te, wide portion 110a axially inwardly of the hollow tube 101 has a 111a, and the flange portion a predetermined angle of inclination 110b, different semi-hole of the cross-sectional shape 110 which have a 111b to the center direction becomes width narrow And 111 are alternately provided at equal intervals on the outer periphery of the flange portion 102. The half hole portions 110 and 111 are also provided with the same shape half hole portions 110 and 111 at symmetrical positions of the other flange portion 102.

この砂杭造成用中空管100の2本をフランジ部102の半穴部110,111を位置合わせした上で、両者の前記フランジ部102を上下に合わせることで、図4に示すように2枚のフランジ部の半穴部110,111によって断面外側で幅広となりフランジ接続部分で幅狭となる中空管軸方向に上下対称形状の、いわゆる横向きの略H字形状であり、かつ深さ方向に所定傾斜角度で幅狭となる垂状の穴部120,121をフランジ部側面の周上に等間隔で交互に形成することができる。
As shown in FIG. 4, two sand pipes forming hollow pipes 100 are aligned with the half hole portions 110 and 111 of the flange portion 102, and the flange portions 102 of the two are aligned vertically. It is a so-called laterally substantially H-shaped shape that is vertically symmetrical in the direction of the hollow tube axis that is wide at the outer side of the cross-section by the half-hole portions 110 and 111 of the flange portion and narrow at the flange connection portion, and in the depth direction The vertical hole portions 120 and 121 having a narrow width at a predetermined inclination angle can be alternately formed on the periphery of the side surface of the flange portion at equal intervals.

この穴部はフランジ部120周上において全て同一形状のものでもよいが、図に示すように形状の異なる穴部120,121を周方向で交互に形成したものが、後述するように上下フランジ間の締め付け均一性を確保し、両者の連結を堅固なものとし緩みを防止できることから好ましい。   These holes may all have the same shape on the circumference of the flange 120, but as shown in the figure, the holes 120 and 121 having different shapes are formed alternately in the circumferential direction, as will be described later. It is preferable from the viewpoint of securing the uniformity of tightening and securing the connection between the two to prevent looseness.

図6は上記穴部120に挿入されるくさび状連結具1(以下、くさび状連結具を単にくさびという)を示し、(a)は背面図、(b)はその側面図、(c)は上面図であり、図7は形状の異なるくさび2の背面図である。   FIG. 6 shows a wedge-shaped connector 1 (hereinafter, wedge-shaped connector is simply referred to as a wedge) inserted into the hole 120, (a) is a rear view, (b) is a side view thereof, and (c) is a side view. FIG. 7 is a top view, and FIG. 7 is a rear view of the wedge 2 having a different shape.

くさび1,2は、上下2枚のフランジ部102,102によって形成された穴部120,121に対して挿入され、上下の砂杭造成用中空管100,100同士を強固に連結するものであるので、くさび1,2と穴部120,121とが相関し確実に合体する必要がある。   The wedges 1 and 2 are inserted into the holes 120 and 121 formed by the two upper and lower flange portions 102 and 102, and firmly connect the upper and lower hollow pipes 100 and 100 for sand pile formation. Therefore, the wedges 1 and 2 and the holes 120 and 121 need to be correlated and surely combined.

従って、くさび1,2は前記穴部120,121に対して容易に挿入、引き抜きができ、かつ一定の押し込み力で挿入後は両者の傾斜面同士に摩擦抵抗が発生して砂杭造成用中空管同士の連結を堅固なものとするため、穴部120,121の内面形状に対応する断面形状と側面の傾斜を有することが重要となる。   Therefore, the wedges 1 and 2 can be easily inserted into and pulled out from the holes 120 and 121, and after insertion with a constant pushing force, frictional resistance is generated between the inclined surfaces of the two, and sand piles are being formed. In order to firmly connect the hollow tubes, it is important to have a cross-sectional shape corresponding to the inner surface shape of the hole portions 120 and 121 and a side surface inclination.

図6に示すように、くさび1は穴部120に対応する断面が略H字形形状で、横断面が台形状を有するくさび状体であり、穴部120の側面傾斜110bに対応する傾斜面11を外周部に有し、これによりくさび1を穴部120に対して所定の押し込み力で挿入することで穴部の傾斜面110bとくさびの傾斜面11との間に摩擦抵抗が発生し上下のフランジ部102,102の間を締め付け、上下の砂杭造成用中空管100,100の連結を強固なものとすることができる。   As shown in FIG. 6, the wedge 1 is a wedge-shaped body having a substantially H-shaped cross section corresponding to the hole 120 and a trapezoidal cross section, and an inclined surface 11 corresponding to the side surface inclination 110 b of the hole 120. And the wedge 1 is inserted into the hole 120 with a predetermined pushing force, thereby generating a frictional resistance between the inclined surface 110b of the hole and the inclined surface 11 of the wedge. The connection between the upper and lower sand pile forming hollow tubes 100, 100 can be strengthened by tightening between the flange portions 102, 102.

図7に示すくさび2は、形状、大きさがくさび1と異なるもので、穴部121に対応する断面と側面傾斜を有し、上記くさび1と同様の締め付け効果を発揮する。   The wedge 2 shown in FIG. 7 is different from the wedge 1 in shape and size, has a cross section corresponding to the hole 121 and a side slope, and exhibits the same tightening effect as the wedge 1 described above.

この摩擦抵抗により砂杭打設作業中にフランジ部102の締め付けが振動や衝撃によって緩んだり、くさび1,2が穴部120,121から脱落するのを防止し、また砂杭造成用中空管100の短縮時にはくさび1,2を簡単に引き抜くことができ砂杭造成用中空管の分離が容易に可能となる。   This frictional resistance prevents the flange portion 102 from being loosened by vibration or impact during the sand pile placing operation, and the wedges 1 and 2 are prevented from falling out of the holes 120 and 121, and the sand pile forming hollow tube When the length is reduced to 100, the wedges 1 and 2 can be easily pulled out, and the sand pile building hollow tube can be easily separated.

また、図のように、形状の異なる穴部120,121をフランジ部102周上で交互に設け、それに対応するくさび1,2を用いることで、くさびによる締め付け力の分布をフランジ部102周上でより均一化することができ、打設作業による振動や衝撃に対して緩み防止の効果を向上することができる。   Also, as shown in the figure, the holes 120 and 121 having different shapes are alternately provided on the circumference of the flange portion 102, and the wedges 1 and 2 corresponding thereto are used, so that the distribution of the tightening force due to the wedge is increased on the circumference of the flange portion 102. Therefore, it is possible to improve the effect of preventing loosening against vibrations and impacts caused by the placing work.

くさび1,2には、このくさびを把持するための把持部が設けられ、穴部120,121への挿入、引き抜き作業を容易にすることができる。   The wedges 1 and 2 are provided with gripping portions for gripping the wedges, and can be easily inserted into and extracted from the holes 120 and 121.

くさび1,2は、図6,7に示すように、くさび背面から開孔された施錠孔12,22が設けられ、この施錠孔12,22の前面側には該施錠孔より径大の空間部からなる旋錠部13,23を備えている。   As shown in FIGS. 6 and 7, the wedges 1 and 2 are provided with locking holes 12 and 22 that are opened from the back surface of the wedge, and a space larger in diameter than the locking hole is formed on the front side of the locking holes 12 and 22. The locking parts 13 and 23 which consist of a part are provided.

旋錠孔12の場合は、断面が略楕円形の貫通孔14と、その前面側に設けられた貫通孔14の楕円長径とほぼ同径の円形断面を有する空間部からなる施錠部13を有し、この施錠孔12に対しては、施錠部13に係合してくさび1,2を把持するための径大の保持部を端部に有しかつ前記施錠孔12の貫通孔14に挿通可能なロッドからなる後述する保持具31が用いられる。施錠孔22の場合も同様にして行われる。
In the case of the locking hole 12, the through hole 14 has a substantially elliptical cross section, and the locking part 13 is formed of a space portion having a circular cross section having substantially the same diameter as the elliptical major axis of the through hole 14 provided on the front surface side. this for the locking hole 12, can be inserted into the through hole 14 of the chromatic vital the locking hole 12 in the end portion of the holding portion of large diameter to engage the locking portion 13 to grip the wedge 1,2 A later-described holding tool 31 made of a simple rod is used. The same applies to the case of the locking hole 22.

この把持部としては、上記以外にくさび背面から外方に突出する突起体やこの突起体に把持用の孔を設けたものなども使用でき、特に限定されるものではなく、これらの把持部に対応する把持用工具を共に使用すればよい。   In addition to the above, the gripping portion can be a projection that protrudes outward from the back of the wedge, or a projection provided with a gripping hole in the projection, and is not particularly limited. A corresponding gripping tool may be used together.

また、図8に示すように、くさび1,2の挿入後のズレや抜け落ち防止のための落下防止装置、例えばバネと鋼球を用いた抜け防止装置15を用いることができ、この場合はフランジ部102に落下防止装置15を装着しておき、くさび1,2の上下面にバネにより押し付けられる鋼球を受けて支持するための凹状支持部103を設けておけばよい。   Further, as shown in FIG. 8, it is possible to use a fall prevention device for preventing slippage and dropout after the insertion of the wedges 1 and 2, for example, a fall prevention device 15 using a spring and a steel ball. The drop prevention device 15 is attached to the portion 102, and the concave support portions 103 for receiving and supporting the steel balls pressed by the springs on the upper and lower surfaces of the wedges 1 and 2 may be provided.

図9は、フランジ部102周上の穴部120,121に対してくさび1,2を挿入、引き抜く作業を行い、上下2本の砂杭造成用中空管100,100を連結或いは分離する伸縮作業に使用されるくさび着脱装置3の構成概略を示す。   FIG. 9 shows expansion and contraction for connecting or separating the two upper and lower sand pile forming hollow pipes 100 and 100 by inserting and extracting the wedges 1 and 2 from the holes 120 and 121 on the circumference of the flange 102. 1 shows a schematic configuration of a wedge attaching / detaching device 3 used for work.

図に示す通り、くさび着脱装置3は、くさび1,2を保持する保持具31と、前記保持具31をシリンダーロッド36の先端に備えて軸方向に移動させる油圧シリンダー33と、シリンダーロッド36と共に保持具31を回転アーム38で回動させることで保持具31へのくさび1,2の装着或いは切り離しを行う回転油圧シリンダー32とで構成され、ベース板37に配置されている。   As shown in the figure, the wedge attachment / detachment device 3 includes a holder 31 that holds the wedges 1 and 2, a hydraulic cylinder 33 that moves the holder 31 at the tip of the cylinder rod 36 in the axial direction, and the cylinder rod 36. The holder 31 is rotated by a rotary arm 38 and is configured by a rotating hydraulic cylinder 32 that attaches or detaches the wedges 1 and 2 to / from the holder 31, and is disposed on the base plate 37.

なお、油圧シリンダー33に代えて空気圧シリンダーや電動シリンダーなども使用できるが、くさび1,2の押し込み力や引き抜き力を確保する点で油圧シリンダーの使用が好ましく、また回転油圧シリンダー32以外にも回転空気圧シリンダーや回転電動シリンダーなどを使用することもできる。   In place of the hydraulic cylinder 33, a pneumatic cylinder or an electric cylinder can be used. However, it is preferable to use a hydraulic cylinder in order to secure the pushing force and the pulling force of the wedges 1 and 2, and the rotating cylinder other than the rotating hydraulic cylinder 32 is also used. Pneumatic cylinders and rotating electric cylinders can also be used.

くさび1,2を保持する保持具31は、くさび1,2の断面略楕円形を有する施錠孔12,22内に挿通され、旋錠部13,23においてくさび1,2を保持するための係合部34を先端に有し、油圧シリンダー33のシリンダーロッド36の先端部に設けられている。この保持具31は、シリンダーロッド36の先端部に対して着脱自在になされるものであってもよい。   The holder 31 for holding the wedges 1 and 2 is inserted into the locking holes 12 and 22 having a substantially elliptical cross section of the wedges 1 and 2, and is engaged for holding the wedges 1 and 2 at the locking portions 13 and 23. A portion 34 is provided at the tip, and is provided at the tip of the cylinder rod 36 of the hydraulic cylinder 33. The holder 31 may be detachable from the tip of the cylinder rod 36.

図10は、前記保持具31の先端部を示し、保持具31の施錠孔12への挿入前は係合部34の楕円長径方向が上下に配置され(実線で示す)略楕円断面を有する貫通孔14を挿通して施錠孔12への挿入を可能とし、挿入後は回転油圧シリンダー32によって保持具31が90°回転(一点鎖線で示す)されることで係合部34がくさびの施錠部13に係止されくさび1を保持するものであり、回転油圧シリンダー32の回転により係合部34の角度を90°回動し係合部34を施錠部13に着脱し、くさび1を保持具31に装着又は切り離すことができる。   FIG. 10 shows the distal end portion of the holder 31, and before insertion of the holder 31 into the locking hole 12, the elliptical major axis direction of the engaging portion 34 is vertically arranged (shown by a solid line) and has a substantially elliptical cross section. The hole 34 can be inserted into the locking hole 12, and after the insertion, the retainer 31 is rotated 90 ° (indicated by a one-dot chain line) by the rotating hydraulic cylinder 32, so that the engaging portion 34 is a wedge-locking portion. 13 is used to hold the wedge 1, the rotation of the rotary hydraulic cylinder 32 rotates the angle of the engagement portion 34 by 90 °, and the engagement portion 34 is attached to and detached from the locking portion 13. 31 can be attached or detached.

図11は、保持具31が施錠孔12に挿入され、その係合部34がくさびの施錠部13に係止されくさび1を保持した状態を示すもので、保持具31によってくさび1を確実に保持することができる。   FIG. 11 shows a state in which the holder 31 is inserted into the locking hole 12, and its engaging portion 34 is locked to the locking portion 13 of the wedge to hold the wedge 1. Can be held.

上記くさび着脱装置3は、油圧シリンダー33の駆動によりくさび1,2をフランジ部に対して移動させ、砂杭造成用中空管100の連結時はくさび1,2を穴部120,121に所定の押し込み力で挿入し、また分離時にはくさび1,2を穴部120,121から容易に引き抜くことで、砂杭造成用中空管100の伸縮を行うことができる。   The wedge attaching / detaching device 3 moves the wedges 1 and 2 with respect to the flange portion by driving the hydraulic cylinder 33, and the wedges 1 and 2 are inserted into the holes 120 and 121 when the sand pile forming hollow pipe 100 is connected. The hollow pile 100 for sand pile formation can be expanded and contracted by inserting the wedges 1 and 2 from the holes 120 and 121 during the separation.

図12〜図14は、くさび着脱装置3によるくさび1,2の穴部120,121への挿入動作を模式的に説明するものである。図12はくさび1の穴部への挿入前の状態を示すもので、くさび1の施錠孔12に保持具31が挿入され、回転油圧シリンダー32に接続された回転アーム38がシリンダーロッド36を約90°回転させて保持具31先端の係合部34を施錠部13に係止しくさび1を保持する。   FIGS. 12 to 14 schematically illustrate the operation of inserting the wedges 1 and 2 into the holes 120 and 121 by the wedge attaching / detaching device 3. FIG. 12 shows a state before insertion into the hole of the wedge 1. A holder 31 is inserted into the locking hole 12 of the wedge 1, and a rotary arm 38 connected to the rotary hydraulic cylinder 32 moves the cylinder rod 36 about. By rotating 90 °, the engaging portion 34 at the tip of the holder 31 is locked to the locking portion 13 and the wedge 1 is held.

次に、図13に示すように、油圧シリンダー33の駆動でシリンダーロッド36が押し出されくさび1を保持した状態で保持具31がフランジ部102の穴部120内に前進し、シリンダー圧力による所定の押し込み力でくさび1を穴部120に挿入する。挿入作業が完了すると、回転油圧シリンダー32の回転アーム38がシリンダーロッド36を約90°逆転させてくさび1の施錠部13から保持具31の係合部34が引き抜き可能な状態にする。   Next, as shown in FIG. 13, the cylinder rod 36 is pushed out by the drive of the hydraulic cylinder 33, and the holder 31 advances into the hole 120 of the flange portion 102 while holding the wedge 1. The wedge 1 is inserted into the hole 120 with a pushing force. When the insertion operation is completed, the rotary arm 38 of the rotary hydraulic cylinder 32 reverses the cylinder rod 36 by about 90 ° so that the engaging portion 34 of the holder 31 can be pulled out from the locking portion 13 of the wedge 1.

そして、図14に示すように、油圧シリンダー33のシリンダーロッド36を後退させくさび1から係合部34を切り離し保持具31をくさび着脱装置3のシリンダー側に格納し、連結作業が終了する。   Then, as shown in FIG. 14, the cylinder rod 36 of the hydraulic cylinder 33 is retracted, the engaging portion 34 is disconnected from the wedge 1, the holder 31 is stored in the cylinder side of the wedge attaching / detaching device 3, and the connecting operation is completed.

この連結作業をフランジ部102周上の各穴部120,121に対して行うことで上下の砂杭造成用中空管100の連結が完了する。   By performing this connection operation on the holes 120 and 121 on the circumference of the flange portion 102, the connection of the upper and lower sand pile forming hollow tubes 100 is completed.

砂杭造成用中空管100を短縮する場合は、上記と逆の手順で砂杭造成用中空管100のフランジ部102からくさび1,2を引き抜き分離作業を行えばよい。   In the case of shortening the sand pile forming hollow tube 100, the wedges 1 and 2 may be pulled out from the flange portion 102 of the sand pile forming hollow tube 100 in the reverse order to the above.

[砂杭造成用中空管の伸縮装置の第1の実施形態]
図15〜図27は、前記くさび着脱装置3を複数有する第1の実施形態の砂杭造成用中空管の伸縮装置10の構成を説明する概略図である。
[First embodiment of expansion and contraction device of sand pipe hollow tube]
FIGS. 15 to 27 are schematic views illustrating the configuration of the sand pile building hollow tube expansion / contraction device 10 according to the first embodiment having a plurality of the wedge attachment / detachment devices 3.

砂杭造成用中空管の伸縮装置10は、図27に示すように、2本の砂杭造成用中空管100をそのフランジ部102において連結或いは分離する作業を行う砂杭造成用中空管の連結装置20と、この連結装置20と共に砂杭造成用中空管100を移動させる移動レール8と、砂杭造成用中空管100を格納する格納装置9とからなり、砂杭造成用中空管100の一連の伸縮作業を行う装置であり、通常は台船200上に設置され使用される。
As shown in FIG. 27, the sand pile building hollow tube expansion / contraction device 10 is a sand pile building hollow for connecting or separating two sand pile building hollow tubes 100 at their flanges 102. The pipe connecting device 20, the moving rail 8 for moving the sand pile forming hollow tube 100 together with the connecting device 20, and the storage device 9 for storing the sand pile forming hollow tube 100 are provided. It is a device that performs a series of expansion and contraction operations of the hollow tube 100, and is normally installed on the carriage 200 and used.

砂杭造成用中空管の連結装置20は、図24に示すように、複数のくさび着脱装置3を備える一対のくさび位置調整架台4と前記くさび位置調整架台4を回動可能に搭載するくさび移動架台5とからなるくさび連結架台50と、砂杭造成用中空管100を保持するための砂杭造成用中空管の保持架台6と、該連結装置20の本体枠となり連結装置20全体を前後方向に移動させる移動架台7と、砂杭造成用中空管100の位置決めや打設時の振れ防止をするための支持枠75とから構成されている。
As shown in FIG. 24, the sand pile building hollow pipe connecting device 20 includes a pair of wedge position adjusting frames 4 including a plurality of wedge attaching / detaching devices 3 and a wedge on which the wedge position adjusting frames 4 are rotatably mounted. A wedge connection frame 50 composed of a movable frame 5, a sand pile formation hollow tube holding frame 6 for holding the sand pile formation hollow tube 100, and a main body frame of the connection device 20, the entire connection device 20. Are moved in the front-rear direction, and a support frame 75 for positioning the sand pile forming hollow tube 100 and preventing vibration during placement.

くさび位置調整架台4は、図15に示すように、砂杭造成用中空管100が中央部を挿通できるように半円形状の開口部45を設け、扇形状の半環状をなす一対の架台41上に、それぞれ4個のくさび着脱装置3がフランジ部102の穴部120に対応し水平位置を調節し、くさび1を環状の中心に向け45°間隔で所定位置に固定されている。架台41の底面側には、後述するくさび移動架台5のレール53に嵌合する嵌合部42が周方向に設けられ、また架台41の周縁部にはくさび移動架台5上に設けたくさび位置調整シリンダー57に連結される位置調整板43が外方に突出し設けられている。   As shown in FIG. 15, the wedge position adjusting gantry 4 is provided with a semicircular opening 45 so that the sand pile building hollow tube 100 can be inserted through the center portion, and a pair of gantry-shaped semi-annular gantry Each of the four wedge attachment / detachment devices 3 on 41 is adjusted to a horizontal position corresponding to the hole portion 120 of the flange portion 102, and is fixed at a predetermined position at 45 ° intervals toward the center of the ring 1. On the bottom surface side of the gantry 41, a fitting portion 42 that fits on a rail 53 of the wedge moving gantry 5 described later is provided in the circumferential direction, and the wedge position provided on the wedge moving gantry 5 at the peripheral portion of the gantry 41. A position adjusting plate 43 connected to the adjusting cylinder 57 is provided to protrude outward.

図の場合、フランジ部102の8個所の各穴部120に対応するように合計8個のくさび着脱装置3が配置されているが、必ずしも全穴部120に対してくさび着脱装置3を対応させ配置する必要はなく、適宜増減し配置してもよい。   In the case of the figure, a total of eight wedge attaching / detaching devices 3 are arranged so as to correspond to the eight hole portions 120 of the flange portion 102, but the wedge attaching / detaching devices 3 are not necessarily associated with all the hole portions 120. There is no need to arrange them, and they may be arranged by increasing or decreasing appropriately.

図16に示すくさび移動架台5は、砂杭造成用中空管100が中央部を挿通できる半円形状の開口部56を設け、架台枠55に設けられた矩形のプレート56上に半環状の環状レール53と支持枠52とを備えた一対の架台51からなり、前記環状レール53と支持枠52とは架台5の一体化時には両端部が接続し円環状に形成され前記くさび位置調整架台4を回動可能にする。   The wedge moving gantry 5 shown in FIG. 16 is provided with a semicircular opening 56 through which the sand pile building hollow tube 100 can be inserted through the center, and a semi-annular shape on a rectangular plate 56 provided in the gantry frame 55. It comprises a pair of mounts 51 provided with an annular rail 53 and a support frame 52. The annular rail 53 and the support frame 52 are formed in an annular shape by connecting both ends when the mount 5 is integrated. Can be rotated.

架台51には、前記架台41を環状レール53上で回動させるための位置調整板43に連結される位置調整シリンダー57が支持枠52の外方に設置され、また架台51を左右方向に移動させ、架台51,51を一体化又は分割状態にするための架台の移動手段としての移動用シリンダー(図示せず)を備え、架台枠55の底面側にその移動用ローラ54を複数備えている。   In the gantry 51, a position adjustment cylinder 57 connected to a position adjustment plate 43 for rotating the gantry 41 on the annular rail 53 is installed outside the support frame 52, and the gantry 51 is moved in the left-right direction. And a moving cylinder (not shown) as a moving means for the pedestal for bringing the pedestals 51 and 51 into an integrated or divided state, and a plurality of moving rollers 54 are provided on the bottom side of the pedestal frame 55. .

くさび位置調整架台4は、その底面側に設けた嵌合部42両側の突出部42aが環状レール53内に嵌合し、支持枠52上に架台41が支持されレール53上を回動可能にして、図17に示すようにくさび移動架台5に組み込まれ、くさび着脱架台50を構成する。   The wedge position adjusting gantry 4 has protrusions 42a on both sides of the fitting portion 42 provided on the bottom side thereof fitted into the annular rail 53, and the gantry 41 is supported on the support frame 52 so that the rail 53 can be rotated. Then, as shown in FIG. 17, it is incorporated into the wedge moving stand 5 to constitute a wedge attaching / detaching stand 50.

そして、くさび着脱架台50の移動手段としての移動シリンダー(図示せず)により一対のくさび着脱架台50が中央部に向かって左右方向を移動し、図18に示すように砂杭造成用中空管100を挟み一体化し固定される。次いで、位置調整シリンダー57の駆動により位置調整板43を介してくさび移動架台4が回動され、各くさび着脱装置3が砂杭造成用中空管100の各穴部120に位置合わせされ、フランジ部102の穴部120に対するくさび1の着脱が行われ、砂杭造成用中空管100の連結、分離作業が行われる。   Then, a pair of wedge detachable mounts 50 move in the left-right direction toward the center by a moving cylinder (not shown) as a moving means of the wedge detachable mount 50, and as shown in FIG. 100 is sandwiched and fixed. Next, the wedge moving mount 4 is rotated through the position adjusting plate 43 by driving the position adjusting cylinder 57, and each wedge attaching / detaching device 3 is aligned with each hole 120 of the sand pile forming hollow pipe 100, and the flange The wedge 1 is attached to and detached from the hole 120 of the portion 102, and the sand pile forming hollow tube 100 is connected and separated.

図19に示す砂杭造成用中空管100を保持するための砂杭造成用中空管の保持架台6は、砂杭造成用中空管100が中央部を挿通できる谷状の開口部63を有し、架台枠62に設けられた一対の略矩形の架台61からなり、架台61を左右方向に移動させ、架台61,61を一体化又は分割状態にする架台の移動手段としての移動シリンダー(図示せず)を備え、架台枠62の底面側に移動用ローラ66を複数有している。そして、前記谷状開口部63の谷底部には、砂杭造成用中空管100を両側から挟持する保持回転プレート64が備えられている。   The sand pile building hollow tube holding rack 6 for holding the sand pile building hollow tube 100 shown in FIG. 19 has a valley-shaped opening 63 through which the sand pile building hollow tube 100 can be inserted through the center. And a pair of substantially rectangular pedestals 61 provided on the pedestal frame 62, moving the pedestal 61 in the left-right direction to move the pedestals 61, 61 into an integrated or divided state. (Not shown), and a plurality of moving rollers 66 are provided on the bottom surface side of the gantry frame 62. And the holding | maintenance rotation plate 64 which clamps the hollow pipe 100 for sand pile formation from both sides is provided in the valley bottom part of the said valley-shaped opening part 63. As shown in FIG.

前記保持回転プレート64は、砂杭造成用中空管100を保持した状態で回動できるように、谷底部において左右方向に移動可能に形成され、図に示す回転用シリンダー65が連結具67を介してプレート64に連結され回動可能にされている。   The holding rotation plate 64 is formed to be movable in the left-right direction at the bottom of the valley so that it can be rotated while holding the sand pile forming hollow tube 100, and the rotating cylinder 65 shown in FIG. And is connected to the plate 64 via the plate 64 so as to be rotatable.

この保持回転プレート64は、図20に示すように、上下の砂杭造成用中空管100を連結する際、下側の砂杭造成用中空管100のフランジ部102底面側を保持するとともに回動させ、上下のフランジ部102の半穴部110をそれぞれ一致させるものである。   As shown in FIG. 20, the holding rotating plate 64 holds the bottom surface side of the flange portion 102 of the lower sand pile forming hollow tube 100 when connecting the upper and lower sand pile forming hollow tubes 100. The half holes 110 of the upper and lower flange portions 102 are made to coincide with each other.

上記一対のくさび着脱架台50及び砂杭造成用中空管の保持架台6を一体化し固定する際には、例えば、図21に示すような、一方の架台51aに設けたクランプ装置により、その鉤状フック48をシリンダー47で駆動させ他方の架台51bに設けた係止部49にフック48を係止させることで左右の架台を固定することができる(図21は、くさび着脱架台50の場合を示すが、砂杭造成用中空管の保持架台6の場合も同様に行える)。   When the pair of wedge detachable mounts 50 and the sand pile forming hollow tube holding mount 6 are integrated and fixed, for example, a clamp device provided on one of the mounts 51a as shown in FIG. The left and right mounts can be fixed by driving the hooks 48 with the cylinder 47 and locking the hooks 48 with the locking portions 49 provided on the other mount 51b (FIG. 21 shows the case of the wedge detachable mount 50). As shown, it can be similarly applied to the holding rack 6 of the hollow pipe for sand pile formation).

図22に示す移動架台7は、砂杭造成用中空管の連結装置20の本体枠となるもので、前記くさび着脱架台50を搭載して連結装置20の全体を前後方向に移動させる架台であり、図に示すように、H形鋼材により形成した枠体71と移動レール8上を移動するための枠体71の底面側の固定された複数のローラ72とからなり、架台7の下方には砂杭造成用中空管100の打設中に砂杭造成用中空管100を支持し位置ずれや振れなどを防止する支持枠75が設けられている。   A moving gantry 7 shown in FIG. 22 serves as a body frame of the sand pile forming hollow tube coupling device 20, and is a gantry that mounts the wedge detachable gantry 50 and moves the entire linking device 20 in the front-rear direction. Yes, as shown in the figure, it consists of a frame 71 formed of H-shaped steel and a plurality of rollers 72 fixed on the bottom surface side of the frame 71 for moving on the moving rail 8. Is provided with a support frame 75 for supporting the sand pile forming hollow tube 100 during the placement of the sand pile forming hollow tube 100 and preventing displacement and runout.

図23に示す支持枠75は、砂杭造成用中空管100の左右方向から挟持する支持体76と前後方向から挟持する支持体77を有し、固定枠79aに沿って移動枠79bが支持体76と共に左右方向に移動し、砂杭造成用中空管100を支持するようになっている。   A support frame 75 shown in FIG. 23 includes a support body 76 that is sandwiched from the left and right direction of the sand pile building hollow tube 100 and a support body 77 that is sandwiched from the front and rear direction, and the moving frame 79b supports the fixed frame 79a. It moves in the left-right direction together with the body 76 to support the sand pile building hollow tube 100.

上記くさび着脱架台50と、砂杭造成用中空管の保持架台6,移動架台7及び支持枠75とが組み込まれ図24に示す砂杭造成用中空管の連結装置20が組み立てられる。   The wedge detachable gantry 50, the sand pile forming hollow tube holding frame 6, the movable frame 7 and the support frame 75 are incorporated, and the sand pile forming hollow tube connecting device 20 shown in FIG. 24 is assembled.

移動レール8は、図25に示すように、連結装置20を搭載して砂杭造成用中空管100の連結位置と格納位置の間を移動させるもので、連結装置20を乗せて前後方向に移動させる2本の移動レール81と、レール81内に内蔵された複数(図では6個所)の油圧シリンダー82を備えている。該油圧シリンダー82のロッド先端部にはレール81の上面81aと同一面を形成する平板83が取り付けられており、かつ該平板83がレール81と同一面を形成するための開口部84がレール上面81aに開口されている。また、レール81の終端側、すなわちリーダー201側のレール81端部には連結装置20を連結位置に位置決めするための車止め85が備えられている。   As shown in FIG. 25, the moving rail 8 is mounted with the connecting device 20 and moves between the connecting position and the retracted position of the sand pile forming hollow pipe 100. Two moving rails 81 to be moved and a plurality (six in the figure) of hydraulic cylinders 82 built in the rail 81 are provided. A flat plate 83 that forms the same surface as the upper surface 81 a of the rail 81 is attached to the rod tip of the hydraulic cylinder 82, and an opening 84 for the flat plate 83 to form the same surface as the rail 81 is provided on the rail upper surface. 81a is opened. Further, a vehicle stopper 85 for positioning the connecting device 20 at the connecting position is provided at the terminal end side of the rail 81, that is, the end of the rail 81 on the leader 201 side.

砂杭造成用中空管100の打設時は、図26の図25のA部拡大図に示すように、連結装置20が砂杭造成用中空管100を中央に位置する連結位置に配置され、枠体71のローラ72が平板83上に搭載されて開口部84を通してレール81内部に格納され、枠体71がレール81上に直に搭載されることで連結装置20が固定され、すなわち移動架台7は打設時の固定装置としても使用される。また、連結装置20の移動時には、ロッド先端の平板83がレール上面81aと同一面を形成するように連結装置20を押し上げ、ローラ72がレール81上に乗った状態にし連結装置20を前後方向に移動自在にする。なお、連結装置20の移動は、連結装置20の前方の台船201上に設けられた移動用のウインチ202により行われる。   At the time of placing the sand pile forming hollow tube 100, as shown in the enlarged view of part A of FIG. 25 of FIG. 26, the connecting device 20 is arranged at the connecting position where the sand pile forming hollow tube 100 is located at the center. The roller 72 of the frame 71 is mounted on the flat plate 83 and stored in the rail 81 through the opening 84, and the connecting device 20 is fixed by mounting the frame 71 directly on the rail 81, that is, The movable mount 7 is also used as a fixing device at the time of placing. Further, when the connecting device 20 is moved, the connecting device 20 is pushed up so that the flat plate 83 at the end of the rod forms the same surface as the rail upper surface 81a, and the roller 72 is put on the rail 81 so that the connecting device 20 is moved in the front-rear direction. Make it movable. The movement of the connecting device 20 is performed by a moving winch 202 provided on a carriage 201 in front of the connecting device 20.

砂杭造成用中空管の格納装置9は、図27に示すように、砂杭造成用中空管の連結装置20により分離された砂杭造成用中空管100をやぐら91内に格納するもので、台船200前方の移動レール8の一端側の砂杭造成用中空管100の格納位置に立設された4本の支柱により形成されたやぐら91と、やぐら91の上方に設けた砂杭造成用中空管100を吊り上げるための吊り滑車92と、台船200上の吊り上げ用ウインチ93とからなり、分離された下側の砂杭造成用中空管100bをワイヤロープ94を用いて吊り上げやぐら91内に格納する。   As shown in FIG. 27, the sand pile building hollow tube storage device 9 stores the sand pile building hollow tube 100 separated by the sand pile building hollow tube connecting device 20 in the tower 91. The tower 91 is formed by four pillars erected at the storage position of the sand pile forming hollow tube 100 on one end side of the moving rail 8 in front of the carriage 200, and is provided above the tower 91. A suspension pulley 92 for lifting the sand pile building hollow tube 100 and a lifting winch 93 on the carriage 200 are used. The lower sand pile building hollow tube 100b is separated by using a wire rope 94. And store it in the tower 91.

次ぎに、砂杭造成用中空管の連結装置20及び格納装置9による砂杭造成用中空管100の分離、格納の操作ステップについて図28〜図31に示す伸縮装置10の概略図を用いて説明する。   Next, using the schematic diagram of the telescopic device 10 shown in FIG. 28 to FIG. 31 for the operation steps for separating and storing the sand pile forming hollow tube 100 by the sand pile forming hollow tube connecting device 20 and the storage device 9. I will explain.

図28は砂杭造成用中空管100の打設作業終了時、図29は同分離作業時、図30は連結装置20の移動時、図31は砂杭造成用中空管100の格納時を示すものである。   FIG. 28 shows the sand pile building hollow tube 100 at the end of the operation, FIG. 29 shows the separation operation, FIG. 30 shows the movement of the connecting device 20, and FIG. 31 shows the sand pile building hollow tube 100 stored. Is shown.

ステップ−1:打設作業終了後、砂杭造成用中空管100をリーダー201により吊り上げ海中から引き上げる。(図28)
ステップ−2:砂杭造成用中空管の保持架台6を砂杭造成用中空管100の軸心方向に移動して一体化した後、固定用クランプ(図21参照)で左右の架台を固定する。(図29(b))
ステップ−3:下側の砂杭造成用中空管100bのフランジ部102を保持架台6上に載せ架台の保持回転プレート64で保持する(図29(b))
ステップ−4:連結装置20を砂杭造成用中空管100の軸心方向に移動して一体化し、固定用クランプ(図21参照)で左右の架台を固定する。(図29(c))
ステップ−5:左右のくさび位置調整架台4を位置調整シリンダー53で回動し、各くさび着脱装置3とフランジ部102のくさび位置とを一致させる。(図29(c)参照)
ステップ−6:くさび着脱装置3の保持具31でくさびを保持し、全てのくさびを抜き取り上下の砂杭造成用中空管100a,bを分離する。(図29(c)参照)
ステップ−7:分離した上側の砂杭造成用中空管100aをリーダー201により吊り上げる。(図29(a)矢印)
ステップ−8:移動レール81内の油圧シリンダー82で連結装置20を押し上げ、シリンダーロッドの平板84とレール上面81aとを同一面とし、連結装置20の移動用ローラ72をレール上面81aに乗せる。(図29(a)、図26参照)
ステップ−9:下側の砂杭造成用中空管100bを保持架台6で保持した状態で、連結装置20をウインチ202で台船200の前方に牽引し、やぐら91中央の格納位置まで移動させる。(図30(a))
ステップ−10:連結装置20の固定用クランプを解除し(図21)、連結装置20を外側に移動する。(図30(c))
ステップ−11:砂杭造成用中空管100bの上部に吊り上げ用ワイヤロープ64をセットした後、砂杭造成用中空管保持架台6の固定用クランプを解除し(図21)、砂杭造成用中空管保持架台6を外側に移動する。(図31(b))
ステップ−12:吊り上げ用ウインチ93でワイヤロープ64を巻き上げ砂杭造成用中空管100bをやぐら91の最上部まで吊り上げる。(図31(a))
ステップ−13:砂杭造成用中空管100bをやぐら91内に格納し、固縛する。(図31)
Step-1: After the placement work, the sand pile building hollow pipe 100 is lifted by the leader 201 and pulled up from the sea. (Fig. 28)
Step-2: After moving and integrating the holding pile 6 of the sand pile building hollow tube in the axial direction of the sand pile building hollow tube 100, the left and right mounts are fixed with clamps for fixation (see FIG. 21). Fix it. (Fig. 29 (b))
Step-3: Place the flange portion 102 of the lower sand pile forming hollow pipe 100b on the holding frame 6 and hold it by the holding rotation plate 64 of the frame (FIG. 29 (b)).
Step-4: The connecting device 20 is moved and integrated in the axial direction of the sand pile forming hollow tube 100, and the left and right mounts are fixed with fixing clamps (see FIG. 21). (FIG. 29 (c))
Step-5: The left and right wedge position adjustment bases 4 are rotated by the position adjustment cylinders 53 so that the wedge positions of the respective wedge attaching / detaching devices 3 and the flange portions 102 are matched. (See FIG. 29 (c))
Step-6: The wedge is held by the holder 31 of the wedge attaching / detaching device 3, and all the wedges are extracted and the upper and lower sand pile forming hollow tubes 100a, 100b are separated. (See FIG. 29 (c))
Step-7: The separated upper sand pile hollow tube 100a is lifted by the leader 201. (Fig. 29 (a) arrow)
Step-8: The connecting device 20 is pushed up by the hydraulic cylinder 82 in the moving rail 81 so that the cylinder rod flat plate 84 and the rail upper surface 81a are flush with each other, and the moving roller 72 of the connecting device 20 is placed on the rail upper surface 81a. (See FIGS. 29 (a) and 26)
Step-9: In the state where the lower sand pile forming hollow pipe 100b is held by the holding frame 6, the connecting device 20 is pulled to the front of the carriage 200 by the winch 202 and moved to the storage position at the center of the tower 91. . (Fig. 30 (a))
Step-10: The fixing clamp of the connecting device 20 is released (FIG. 21), and the connecting device 20 is moved outward. (FIG. 30 (c))
Step-11: After setting the lifting wire rope 64 on the upper part of the sand pile building hollow pipe 100b, the fixing clamp of the sand pile building hollow pipe holding frame 6 is released (FIG. 21), and the sand pile building is performed. The hollow tube holding frame 6 is moved outward. (Fig. 31 (b))
Step-12: The wire rope 64 is wound up by the lifting winch 93 and the sand pile forming hollow tube 100b is lifted up to the top of the tower 91. (Fig. 31 (a))
Step-13: The sand pile building hollow tube 100b is stored in the tower 91 and secured. (Fig. 31)

砂杭造成用中空管100を連結し伸長する場合は、上記手順とは逆の操作ステップで実施することができる。   When connecting and extending the sand pile forming hollow pipe 100, it can be carried out in an operation step reverse to the above procedure.

上記の砂杭造成用中空管の連結装置20による砂杭造成用中空管100の連結、分離そして格納の作業は、各作業工程を遠隔操作する自動操作装置を備えることが好ましく、この遠隔自動操作によりくさび連結時の連結装置20周辺ややぐら91内に作業者が立ち入ることを最小限に抑えて砂杭造成用中空管の伸縮作業を安全に実施することができるようになる。   The operation of connecting, separating, and storing the sand pile forming hollow pipe 100 by the sand pile forming hollow pipe connecting apparatus 20 preferably includes an automatic operation device that remotely controls each work process. It is possible to safely carry out the telescopic work of the sand pile building hollow pipe while minimizing the operator's entry into the vicinity of the connecting device 20 and the tower 91 during wedge connection by automatic operation.

これにより、砂杭造成用中空管の連結、分離の全作業を手作業から自動作業にすることができ、作業の省人化、さらに遠隔自動操作化することで作業の安全性を向上し、作業コストの低減に寄与することができる。   As a result, all the work of connecting and separating the sand pile building hollow pipe can be changed from manual work to automatic work, and the work safety is improved by saving labor and further remote automatic operation. , It can contribute to the reduction of work costs.

[砂杭造成用中空管の伸縮装置の第2の実施形態]
図32〜図39は、上記くさび着脱装置3を複数有する第2の実施形態の砂杭造成用中空管の伸縮装置70を示す概略図である。
[Second embodiment of expansion and contraction device for hollow pipe for sand pile construction]
FIGS. 32 to 39 are schematic views showing the sand pile building hollow tube expansion / contraction device 70 of the second embodiment having a plurality of the wedge detaching devices 3.

砂杭造成用中空管の伸縮装置70は、図37のように、くさび着脱装置3を配置した第1移動架台104と、この第1移動架台を搭載し移動させる第2移動架台105と、プラットフォーム106上に配置された移動装置161とからなる砂杭造成用中空管の連結装置60を有し、さらに砂杭造成用中空管100を保持し移動させる架台である中空管保持移動装置107、やぐら191を備えて前記連結装置60と中空管保持移動装置107及び分離された砂杭造成用中空管100を格納する格納装置109と、これらの移動レール、ローラ、油圧シリンダー等の移動手段とから構成されている。
As shown in FIG. 37 , the sand pile building hollow tube expansion / contraction device 70 includes a first moving frame 104 on which the wedge attaching / detaching device 3 is arranged, a second moving frame 105 on which the first moving frame is mounted and moved, A hollow tube holding / moving device which has a sand pile forming hollow tube connecting device 60 comprising a moving device 161 disposed on the platform 106 and is a pedestal for holding and moving the sand pile forming hollow tube 100. A connecting device 60, a hollow tube holding and moving device 107, and a storage device 109 for storing the separated sand pile forming hollow tube 100, a moving rail, a roller, a hydraulic cylinder, etc. And moving means.

くさび着脱装置3は、図32〜図35に示すように、一対の第1移動架台104上に搭載され、各くさび着脱装置3がフランジ部102の穴部120,121に対応する位置にそれぞれ高さを調節する支持台141上に配置され使用される。また、保持具31に保持されるくさび1,2を設置しておくくさび用支持台142をそれぞれ備えている。
As shown in FIGS . 32 to 35 , the wedge attachment / detachment device 3 is mounted on a pair of first movable mounts 104, and each wedge attachment / detachment device 3 is positioned at a position corresponding to the holes 120 and 121 of the flange portion 102. It is arranged and used on a support base 141 for adjusting the height. Further, a wedge support base 142 for installing the wedges 1 and 2 held by the holder 31 is provided.

図32に示すように、連結装置60は、作業用プラットフォーム106に固定されたローラ装置163と、このローラ163に挟持された第2移動架台105に接続された移動レール162とからなる移動装置161によって移動可能な第2移動架台105を備えている。この第2移動架台105は、第1移動架台104をフランジ部102を囲む位置に移動させるものである。   As shown in FIG. 32, the connecting device 60 includes a moving device 161 including a roller device 163 fixed to the work platform 106 and a moving rail 162 connected to the second moving frame 105 sandwiched between the rollers 163. The second moving gantry 105 is provided. The second moving gantry 105 moves the first moving gantry 104 to a position surrounding the flange portion 102.

第1移動架台104は、架台が備える移動レール143に設けたローラ144と第2移動架台105に設けたローラ152とによって移動レール143を挟持することで第2移動架台105に装着され、このローラ144,152と移動レール143及び第2移動架台105に設けた油圧シリンダー153とからなる移動装置151によって第2移動架台105に支持されて第2移動架台105からの繰り出しを可能にする一対の架台からなり、第1移動架台104が第2移動架台105上に配置され一対の架台の一体化と分割化を可能にしている。   The first moving gantry 104 is mounted on the second moving gantry 105 by sandwiching the moving rail 143 between a roller 144 provided on the moving rail 143 provided on the gantry and a roller 152 provided on the second moving gantry 105. 144, 152, a moving rail 143, and a hydraulic cylinder 153 provided on the second moving pedestal 105. A pair of pedestals that are supported by the second moving pedestal 105 by the moving device 151 and can be extended from the second moving pedestal 105. The first moving gantry 104 is arranged on the second moving gantry 105, and the pair of gantry can be integrated and divided.

図33〜図35に示すように、第1移動架台104は、くさび着脱装置3を複数配置するもので、くさび1,2の着脱作業時は各着脱装置3がそれぞれの穴部120,121に対応するようにフランジ部102の周囲で移動装置151によって一対の架台104が中央部に移動して一体化し、非作業時は両側に移動して分割状態となり第2移動架台105の移動装置161によってフランジ部102から後退し格納できるようになっている。   As shown in FIG. 33 to FIG. 35, the first movable mount 104 is provided with a plurality of wedge attaching / detaching devices 3, and each attaching / detaching device 3 is inserted into each of the hole portions 120, 121 when attaching / detaching the wedges 1, 2. The pair of gantry 104 is moved to the central portion by the moving device 151 around the flange portion 102 so as to correspond to each other, and when not working, the pair of pedestals 104 are moved to both sides to be in a divided state. The flange portion 102 can be retracted and stored.

図33は未作業時の分割状態の第1移動架台104が第2移動架台105側に格納された状態を示し、作業プラットフォーム106上ではメンテナンス等の作業が行われる。   FIG. 33 shows a state in which the first mobile gantry 104 in a divided state when not being operated is stored on the second mobile gantry 105 side, and work such as maintenance is performed on the work platform 106.

図34は第1移動架台104が分割状態でフランジ部102を囲む位置に第2移動架台105から移動装置161によって繰り出された状態を示し、図35は第1移動架台104が移動装置151によって移動レール143上を中央部に移動されて一体化し各くさび着脱装置3(図では8個)がフランジ部102のそれぞれの穴部120,121に対応する位置に配置されるものである。   FIG. 34 shows a state in which the first moving gantry 104 is extended by the moving device 161 from the second moving pedestal 105 to a position surrounding the flange portion 102 in a divided state, and FIG. 35 shows the first moving gantry 104 moved by the moving device 151. The wedge detachment devices 3 (eight in the figure) are moved to the central portion on the rail 143 and integrated, and are arranged at positions corresponding to the respective hole portions 120 and 121 of the flange portion 102.

この移動装置151,161の移動は、移動架台104,105とプラットフォーム106に設けたレール143,162とローラ144,152,163の組み合わせと、移動用の油圧シリンダー153(移動装置161の油圧シリンダーは図示せず)により行われる。   The movements of the moving devices 151 and 161 include the combination of the rails 143 and 162 and the rollers 144, 152, and 163 provided on the moving bases 104 and 105 and the platform 106, and the moving hydraulic cylinder 153 (the hydraulic cylinder of the moving device 161 is (Not shown).

また、砂杭造成用中空管の伸縮装置70は、図36の概略図に示すような、砂杭造成用中空管100の上下部分を保持して所定の連結位置に移動し、また分離された砂杭造成用中空管100を格納するため移動させる架台である中空管保持移動装置107を備えている。   Further, the sand pile building hollow tube expansion / contraction device 70 moves to a predetermined connecting position while holding the upper and lower portions of the sand pile building hollow tube 100 as shown in the schematic diagram of FIG. A hollow tube holding and moving device 107, which is a pedestal that is moved to store the sand pile building hollow tube 100, is provided.

中空管保持移動装置107は、それぞれローラ172を備えた移動架台171と移動レール173からなり、移動レール173に装着された移動架台171が繰り出されるものである。そして、移動架台171の先端部に備えた油圧ジャッキ装置174により砂杭造成用中空管100を両側から保持して指定位置に繰り出したり格納するもので、同時に油圧ジャッキ装置174は上下のフランジ部間に50mm程度の隙間を設けるように砂杭造成用中空管100を持ち上げ連結、分離作業を行いやすくしている。   The hollow tube holding and moving device 107 includes a moving base 171 and a moving rail 173 each having a roller 172, and the moving base 171 mounted on the moving rail 173 is extended. The sand pile building hollow pipe 100 is held from both sides by a hydraulic jack device 174 provided at the tip of the movable base 171 and is fed out or stored at a specified position. At the same time, the hydraulic jack device 174 has upper and lower flange portions. The sand pile forming hollow pipe 100 is lifted and connected and separated so as to provide a gap of about 50 mm therebetween.

図36(a)は移動架台171を移動レール173内に格納した状態、(b)は砂杭造成用中空管100を保持して移動架台171をフランジ部102の連結位置に繰り出した状態、(c)は(b)の断面図であり油圧ジャッキ装置174により砂杭造成用中空管100を保持し、移動レール173から移動架台171を繰り出し、砂杭造成用中空管100を連結位置で支持した状態を示している。   FIG. 36 (a) shows a state in which the movable frame 171 is stored in the movable rail 173, and FIG. 36 (b) shows a state in which the movable frame 171 is drawn out to the connecting position of the flange portion 102 while holding the sand pile forming hollow tube 100. (C) is sectional drawing of (b), hold | maintains the sand pile formation hollow tube 100 with the hydraulic jack apparatus 174, pays out the movable mount 171 from the moving rail 173, and connects the sand pile formation hollow tube 100 to a connection position. The state supported by is shown.

この中空管保持移動装置107も、上記第1,2移動架台104,105と同様のローラ172と移動レール173とによって移動架台171を支持し、移動用の油圧シリンダー175により移動架台171の移動が行われる。   The hollow tube holding and moving device 107 also supports the moving frame 171 by the same roller 172 and moving rail 173 as the first and second moving frames 104 and 105, and moves the moving frame 171 by the moving hydraulic cylinder 175. Is done.

図37〜図39は、砂杭造成用中空管の伸縮装置70のメンテナンス用足場を兼ねて設けた作業プラットフォーム106を上下に有するやぐら191に、上記砂杭造成用中空管の連結装置60をそのくさび着脱装置3が砂杭造成用中空管100の上下フランジ部102に対応する高さに2組配置し格納したやぐら構造物からなる格納装置109を備えた伸縮装置70の概略図である。   37 to 39 show the sand pile forming hollow pipe connecting device 60 on the tower 191 having a work platform 106 provided at the top and bottom of the sand pile forming hollow tube expansion / contraction device 70. Is a schematic view of an expansion / contraction device 70 provided with a storage device 109 made of a tower structure in which two sets of the wedge attachment / detachment device 3 are arranged and stored at a height corresponding to the upper and lower flange portions 102 of the hollow pipe 100 for sand pile formation. is there.

図38に示すように、砂杭造成用中空管100の連結、分離作業時は、やぐら191から第2移動架台105をフランジ部102に対応する位置に繰り出し、その上で分割状態にある第1移動架台104を一体化することでそれぞれのくさび着脱装置3がフランジ部102の各穴部120,121に対応し、その保持具31に保持したくさび1,2を穴部120,121に挿入又は引き抜くもので、この間中空管保持移動装置107が砂杭造成用中空管100の上下2ヶ所を4点で保持し、砂杭造成用中空管100の伸縮作業を行うものである。   As shown in FIG. 38, at the time of connecting and separating the sand pile forming hollow pipe 100, the second movable frame 105 is fed from the tower 191 to a position corresponding to the flange portion 102, and the second movable frame 105 is in a divided state. By integrating the moving base 104, each wedge attaching / detaching device 3 corresponds to each hole 120, 121 of the flange portion 102, and the wedges 1, 2 held by the holder 31 are inserted into the holes 120, 121. Alternatively, the hollow pipe holding and moving device 107 holds the two upper and lower portions of the sand pile forming hollow pipe 100 at four points during this time, and the sand pile forming hollow pipe 100 is expanded and contracted.

図では中空管保持移動装置107は上下2ヶ所で砂杭造成用中空管100を保持するものであるが、保持中の砂杭造成用中空管100の安定性向上や位置決めを容易にするために、中間部にも中空管保持移動装置107を設けてもよい。   In the figure, the hollow tube holding and moving device 107 holds the sand pile forming hollow tube 100 at two locations, but it is easy to improve the stability and position of the sand pile forming hollow tube 100 being held. In order to do this, the hollow tube holding and moving device 107 may be provided also in the intermediate portion.

伸縮作業時以外は、図39に示すように、第1移動架台104を分割状態にして第2移動架台105を後退させ、やぐら191内に連結装置60の全体を格納することができ、砂杭打設作業の障害とならず、また分離した砂杭造成用中空管100を保持した状態で格納することもできる。   Except during the telescopic work, as shown in FIG. 39, the first moving gantry 104 can be divided and the second moving gantry 105 can be retracted, and the entire coupling device 60 can be stored in the tower 191. It can be stored in a state where it does not become an obstacle to the placing work and the separated hollow tube 100 for sand pile formation is held.

砂杭造成用中空管の格納装置109は連結装置60を2組保有するもので、上下2ヶ所のフランジ部で同時に、又は連続して一連の連結、分離作業を実施することができ、伸縮作業の効率を向上し作業時間を短縮し、また装置のコンパクト化が図られる。   The sand pile building hollow tube storage device 109 has two sets of connecting devices 60, and can perform a series of connecting and separating operations simultaneously or continuously at two flange portions at the top and bottom, The work efficiency is improved, the work time is shortened, and the apparatus is made compact.

この砂杭造成用中空管の伸縮装置70においても、砂杭造成用中空管の連結装置60やその移動及び格納装置109が、各作業工程を遠隔操作する自動操作装置を備えることが好ましく、遠隔自動操作により連結装置60周辺ややぐら191内に作業者が立ち入ることなく伸縮作業をより安全に効率よく実施することができるようになる。   Also in this sand pile building hollow tube expansion / contraction device 70, it is preferable that the sand pile building hollow tube connecting device 60 and its moving and storing device 109 include an automatic operation device for remotely operating each work process. The telescopic operation can be performed more safely and efficiently without an operator entering the vicinity of the coupling device 60 or the tower 191 by remote automatic operation.

上記した砂杭造成用中空管の伸縮装置10,70は、砂杭打設船に搭載し打設作業に使用することで高さ制限のある沿岸海域での地盤改良工事においても、砂杭造成用中空管の伸縮作業が短時間で容易に行うことができるようになり、工事の安全性向上、工期短縮や低コスト化が可能となる。   The above-described expansion and contraction devices 10 and 70 for sand pile construction are mounted on a sand pile driving ship and used for driving work, so that sand piles can be used for ground improvement work in coastal sea areas where height is limited. The expansion and contraction work of the forming hollow tube can be easily performed in a short time, and the construction safety can be improved, the construction period can be shortened and the cost can be reduced.

本発明は、砂杭打設船における砂杭造成用中空管やドレーン材などの打設作業に使用される。   INDUSTRIAL APPLICABILITY The present invention is used for placing work such as a sand pile building hollow pipe and a drain material in a sand pile placing ship.

実施形態の砂杭造成用中空管の側面図である。It is a side view of the hollow pipe for sand pile formation of an embodiment. 同上のフランジ部の一部拡大側面図である。It is a partially expanded side view of a flange part same as the above. フランジ部の底面概略図である。It is a bottom face schematic diagram of a flange part. 実施形態のフランジ部に形成された穴部を示す拡大側面図である。It is an enlarged side view which shows the hole formed in the flange part of embodiment. 図4のA−A線断面図である。It is the sectional view on the AA line of FIG. 実施形態のくさびの背面図、側面図及び上面図である。It is the rear view, side view, and top view of the wedge of embodiment. 他のくさびの例を示す背面図である。It is a rear view which shows the example of another wedge. くさび落下防止装置の概略図である。It is the schematic of a wedge fall prevention apparatus. くさび着脱装置の概略を示す側面図及び平面図である。It is the side view and top view which show the outline of a wedge attachment / detachment apparatus. くさび保持具の先端部を示す側面図及び正面図である。It is the side view and front view which show the front-end | tip part of a wedge holder. 保持状態を示すくさび正面図である。It is a wedge front view which shows a holding state. くさび着脱装置の動作を示す概略図である(挿入前)。It is the schematic which shows operation | movement of a wedge attachment / detachment apparatus (before insertion). 同上(挿入時)。Same as above (when inserted). 同上(挿入完了後)。Same as above (after insertion is complete). 第1の実施形態の伸縮装置に係るくさび位置調整架台を示す平面図及び側面図である。It is the top view and side view which show the wedge position adjustment mount frame concerning the expansion-contraction apparatus of 1st Embodiment. くさび移動架台を示す平面図及び側面図である。It is the top view and side view which show a wedge movement mount frame. くさび着脱架台を示す平面図及び側面図である。It is the top view and side view which show a wedge detachable mount. 同上の一体化時を示す平面図である。It is a top view which shows the time of integration same as the above. 砂杭造成用中空管保持架台を示す平面図及び側面図である。It is the top view and side view which show the hollow pipe holding frame for sand pile construction. 同上の一体化時を示す平面図及び側面図である。It is the top view and side view which show the time of integration same as the above. 左右の架台を固定するクランプ装置の概略図である。It is the schematic of the clamp apparatus which fixes a right-and-left base. 移動架台の平面図及び側面図である。It is the top view and side view of a mobile stand. 砂杭造成用中空管の支持枠を示す平面図及び側面図である。It is the top view and side view which show the support frame of the hollow pipe for sand pile construction. 砂杭造成用中空管の連結装置を示す側面図である。It is a side view which shows the connection apparatus of the hollow pipe for sand pile construction. 移動レールを示す平面図及び側面図である。It is the top view and side view which show a movement rail. 図25のA部拡大図である。It is the A section enlarged view of FIG. 砂杭造成用中空管格納装置を示す側面図である。It is a side view which shows the hollow pipe storage apparatus for sand pile construction. 伸縮装置の打設作業終了時の側面図及び平面図である。It is the side view and top view at the time of completion | finish of the placement work of an expansion-contraction apparatus. 同上の分離作業時の側面図及び平面図である。It is the side view and top view at the time of separation work same as the above. 同上の移動時の側面図及び平面図である。It is the side view and top view at the time of a movement same as the above. 砂杭造成用中空管の格納時の側面図及び平面図である。It is the side view at the time of storage of the hollow pipe for sand pile construction, and a top view. 第2の実施形態の伸縮装置に係る連結装置の概略を示す側面図である。It is a side view which shows the outline of the connection apparatus which concerns on the expansion-contraction apparatus of 2nd Embodiment. 同上の移動状態を示す平面概略図である(格納時)。It is a plane schematic diagram which shows a movement state same as the above (at the time of storage). 同上(繰り出し時)。Same as above (when extended). 同上(着脱作業時)。Same as above (when attaching / detaching). 中空管保持移動装置の移動状態を示す平面、および側面概略図である。It is the plane and side schematic diagram which show the movement state of a hollow tube holding | maintenance moving apparatus. 第2の実施形態の伸縮装置の概略側面図である。It is a schematic side view of the expansion-contraction apparatus of 2nd Embodiment. 同上(連結、分離作業時)。Same as above (when connecting and separating). 同上(格納時)。Same as above (when stored).

符号の説明Explanation of symbols

1,2……くさび
3……くさび着脱装置
4……くさび位置調整架台
5……くさび移動架台
6……砂杭造成用中空管保持架台
7……移動架台(枠体)
8……移動レール
9,109……砂杭造成用中空管の格納装置
10,70……砂杭造成用中空管の伸縮装置
12,22……施錠孔
13,23……施錠部
20,60……砂杭造成用中空管の連結装置
31……保持具
32……回転油圧シリンダー
33……油圧シリンダー
34……係合部
50……くさび着脱架台
75……支持枠
91,191……やぐら
100……砂杭造成用中空管
102……フランジ部
110,111……半穴部
120,121……穴部
110a,111a……半穴部幅広部
110b,111b……半穴部内面の傾斜
200……台船
1, 2 ... Wedge 3 ... Wedge attachment / detachment device 4 ... Wedge position adjustment stand 5 ... Wedge moving stand 6 ... Hollow pipe holding stand for sand pile formation 7 ... Moving stand (frame)
8 ... Moving rail 9, 109 ... Sand pile construction hollow tube storage device 10, 70 ... Sand pile construction hollow tube expansion device 12, 22 ... Locking hole 13, 23 ... Locking portion 20 , 60 …… Hollow pipe connecting device for sand pile construction 31 …… Holding tool 32 …… Rotating hydraulic cylinder 33 …… Hydraulic cylinder 34 …… engagement part 50 …… Wedge detachable mount 75 …… Support frame 91,191 ...... Yagura 100 …… Hollow pipe for sand pile construction 102 …… Flange portion 110,111 …… Half hole portion 120,121 …… Hole portion 110a, 111a …… Half hole portion wide portion 110b, 111b …… Half hole Inclination of the inner surface 200 …… Boat

Claims (6)

接続部で互いに軸方向に連結される砂杭造成用中空管であって、
前記砂杭造成用中空管は、両端部に肉厚フランジ部を有し、前記フランジ部側面において外周側面から該中空管の中心部に向かって開口された複数の半穴部をフランジ部の外周部等間隔に、かつ両フランジ部の対称位置に設け、
前記半穴部は、該中空管の軸方向の内方に幅広部を有し、かつフランジ部中心に向かい幅狭になる傾斜を有し、
前記フランジ部を合わせることで両フランジ部の半穴部によって形成される穴部に挿入されるくさび状連結具を備える
ことを特徴とする砂杭造成用中空管。
A sand pile building hollow pipe connected to each other in the axial direction at a connecting portion,
Hollow tube for the sand pile reclamation has a thickness flange portion at both ends, a plurality of half-hole which is opened from the outer peripheral side toward the central portion of the hollow tube in a side surface of the flange portion Provided at equal intervals on the outer periphery of the flange, and at symmetrical positions of both flanges,
The half hole portion has a wide portion inward in the axial direction of the hollow tube, and has a slope that becomes narrow toward the center of the flange portion,
A sand pile building hollow pipe, comprising a wedge-shaped connector inserted into a hole formed by a half hole portion of both flange portions by combining the flange portions.
請求項1に記載の前記砂杭造成用中空管を連結し又は分離可能にするための連結具着脱装置であって、2本の砂杭造成用中空管の前記フランジ部を合わせることにより両フランジ部に有する半穴部によって形成された穴部に対して、該穴部に対応した形状の前記くさび状連結具を挿入又は引き抜くための連結具着脱装置であり
前記くさび状連結具を保持する保持具と、前記くさび状連結具と保持具とを接続するための接続手段と、前記くさび状連結具を保持した保持具を前記穴部に対して移動するための移動手段とを備える
ことを特徴とする連結具着脱装置。
It is a connection tool attachment or detachment apparatus for making the said hollow pipe for sand pile formation of Claim 1 connected or separable, Comprising: By combining the said flange part of two hollow pipes for sand pile formation for the hole formed by the semi-hole with the flange portions, a connector attachment apparatus of fit of the wedge-like connecting component inserted or pulled disconnect was Ku having a shape corresponding to the hole portion,
A holder for holding the wedge-shaped coupler, a connecting means for connecting the wedge-shaped coupler and the holder, and a holder for holding the wedge-shaped coupler for moving the holder with respect to the hole. A connecting device attaching / detaching device comprising: a moving means.
前記くさび状連結具が、該連結具背面から開孔された施錠孔と、該施錠孔の前面側に該施錠孔より径大の空間部からなる旋錠部とを有し、
前記保持具が、前記くさび状連結具の旋錠部に係止する径大の保持部を端部に有する前記施錠孔に挿通可能なロッドからなり、
前記接続手段が、前記保持部を回動させる回転駆動装置からなり、
前記移動手段が、前記保持部を有するロッドを備えたシリンダー装置からなる
ことを特徴とする請求項2に記載の連結具着脱装置。
The wedge-shaped connector has a locking hole opened from the back surface of the connector, and a locking portion formed of a space portion having a diameter larger than the locking hole on the front surface side of the locking hole,
The holder is composed of a rod that can be inserted into the locking hole having an end portion having a large-diameter holding portion that is locked to the locking portion of the wedge-shaped connecting tool,
The connection means comprises a rotation drive device that rotates the holding portion,
The connecting device attaching / detaching device according to claim 2, wherein the moving unit includes a cylinder device including a rod having the holding portion.
請求項1に記載の砂杭造成用中空管を連結或いは分離し、格納するための伸縮装置であって、
請求項2又は3に記載の連結具着脱装置を2本の前記砂杭造成用中空管のフランジ部を合わせることにより形成される穴部に対応するように配してなり、前記くさび状連結具を前記フランジ部に着脱するための連結具着脱架台と、前記連結具着脱架台を搭載するとともに、前記砂杭造成用中空管を保持する砂杭造成用中空管の保持架台と、前記保持架台を搭載し移動させる移動架台とからなる砂杭造成用中空管の連結装置と、
前記砂杭造成用中空管の連結装置を移動可能に搭載する移動レールとその移動手段と、 前記砂杭造成用中空管を格納するやぐらを備えた砂杭造成用中空管の格納装置とから構成される
ことを特徴とする砂杭造成用中空管の伸縮装置。
Connected or separated Sunakui hollow tube for reclamation according to claim 1, a Shin contraction device for storing,
Will be arranged so as to correspond to the hole portion formed by aligning the flange portion of the connector attachment apparatus two said sand pile Construction hollow tube according to claim 2 or 3, wherein the wedge-shaped connecting A connecting tool attaching / detaching base for attaching / detaching a tool to / from the flange part, a holding base for the sand pile forming hollow tube for mounting the connecting tool attaching / detaching base and holding the sand pile forming hollow tube, A connecting device for a hollow pipe for sand pile formation comprising a moving gantry mounted with a holding gantry,
A moving rail for movably mounting the connecting device of the sand pile forming hollow tube and its moving means, and a storage device for the sand pile forming hollow tube comprising a tower for storing the sand pile forming hollow tube A hollow pipe expansion and contraction device for sand pile construction characterized by comprising:
前記砂杭造成用中空管の連結装置において、
前記連結具着脱架台が、複数の前記連結具着脱装置を配し、前記砂杭造成用中空管を挿通する開口部を有する一対の位置調整架台と、前記位置調整架台と嵌合し該位置調整架台を回動可能とし前記フランジ部の穴部に対応するように前記連結具着脱装置の位置を調整するための環状レールを備え、前記砂杭造成用中空管を挿通する開口部を有する一対の移動架台とからなり、前記位置調整架台と共に該移動架台を1体化又は分割状態に移動可能とするローラとその移動手段を有し、
前記砂杭造成用中空管の保持架台が、前記一対の連結具着脱架台を移動可能にそれぞれ搭載する一対の架台であり、前記砂杭造成用中空管を回動可能に保持する保持部を有し、該架台を1体化又は分割状態に移動可能とするローラとその移動手段を有し、
前記移動架台が、前記保持架台を移動可能に搭載する枠体からなり、前記枠体に移動用ローラを備えるとともに砂杭造成用中空管の位置決めを行うための支持枠を設けた
ことを特徴とする請求項4に記載の砂杭造成用中空管の伸縮装置。
In the sand pile building hollow pipe connecting device,
The connecting tool detachable mount is provided with a plurality of the connecting tool attaching / detaching devices, and has a pair of position adjusting mounts having an opening through which the sand pile forming hollow pipe is inserted, and the position adjusting mount is fitted to the position adjusting mount. It has an annular rail for adjusting the position of the coupling tool attaching / detaching device so that the adjustment frame can be rotated and corresponds to the hole portion of the flange portion, and has an opening for inserting the hollow pipe for sand pile formation Comprising a pair of moving mounts, and a roller and a moving means for moving the moving mounts in a single body or in a divided state together with the position adjusting mount,
The holding base of the sand pile forming hollow tube is a pair of mounts for movably mounting the pair of coupling tool mounting and dismounting bases, and a holding portion for rotatably holding the sand pile forming hollow tube A roller that can move the gantry into a single body or in a divided state, and a moving means thereof,
The moving pedestal is composed of a frame that movably mounts the holding pedestal, the moving frame is provided with a moving roller, and a support frame for positioning the sand pile forming hollow tube is provided. The expansion / contraction apparatus of the hollow pipe for sand pile formation of Claim 4.
各作業工程を遠隔操作する自動操作装置を備える
ことを特徴とする請求項4又は5に記載の砂杭造成用中空管の伸縮装置。
An automatic operation device for remotely operating each work process is provided. The sand pipe pile hollow tube expansion and contraction device according to claim 4 or 5.
JP2004083462A 2003-03-27 2004-03-22 Hollow pipe for sand pile construction, connecting device attaching / detaching device, and telescopic device for hollow pipe for sand pile construction Expired - Fee Related JP4410006B2 (en)

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