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JPH0517330B2 - - Google Patents
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JPH0517330B2 - - Google Patents

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Publication number
JPH0517330B2
JPH0517330B2 JP20631386A JP20631386A JPH0517330B2 JP H0517330 B2 JPH0517330 B2 JP H0517330B2 JP 20631386 A JP20631386 A JP 20631386A JP 20631386 A JP20631386 A JP 20631386A JP H0517330 B2 JPH0517330 B2 JP H0517330B2
Authority
JP
Japan
Prior art keywords
pile
clamping
protective wall
clamp
existing
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 - Lifetime
Application number
JP20631386A
Other languages
Japanese (ja)
Other versions
JPS6363822A (en
Inventor
Morio Kitamura
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.)
Giken Seisakusho Co Ltd
Original Assignee
Giken Seisakusho 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 Giken Seisakusho Co Ltd filed Critical Giken Seisakusho Co Ltd
Priority to JP20631386A priority Critical patent/JPS6363822A/en
Publication of JPS6363822A publication Critical patent/JPS6363822A/en
Publication of JPH0517330B2 publication Critical patent/JPH0517330B2/ja
Granted legal-status Critical Current

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

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は杭圧入引抜作業現場における作業の安
全を確保するために使用する防護壁に関し、特に
杭の圧入引抜作業現場の移動に追従して防護壁を
移動できる移動式防護壁に関するものである。
[Detailed Description of the Invention] (Industrial Application Field) The present invention relates to a protective wall used to ensure the safety of work at a pile press-in/pulling work site, and in particular, to a protective wall that follows the movement of a pile press-in/pull work site. This invention relates to a movable protective wall that can move the protective wall.

(従来の技術) 従来、建設工事現場においては、鋼矢板等の杭
を杭圧入引抜機等により、連結して地中に圧入し
ていた。この作業で、杭を圧入するには、杭をク
レーンによつて吊り上げ、順次杭圧入引抜機に供
給しながら杭圧入作業を進める必要がある。
(Prior Art) Conventionally, at construction sites, piles such as steel sheet piles have been connected and press-fitted into the ground using a pile press-in/pull machine or the like. In order to press-fit the piles in this operation, it is necessary to lift the piles with a crane and proceed with the pile press-in operation while sequentially feeding the piles to a pile press-in/extraction machine.

しかし、吊り上げた杭の下端が、吊り上げて移
動する際の振動や風によつて揺れたり、転倒した
りして、高圧線の切断等近傍の諸施設に損傷を与
えるおそれがあり、特に工事現場が鉄道の軌道敷
近傍の場合は、鉄道の運行に支障を与え架線に接
触する等の危険をおよぼした。またこれら杭圧入
作業は、クレーン等が電車の運転手に対し威圧感
を与えるという弊害もあつた。
However, the lower ends of the lifted piles may sway or fall due to vibrations and wind during lifting and moving, which may cause damage to nearby facilities such as cutting high-voltage lines, especially at construction sites. If the vehicle was located near a railway track, it could interfere with railway operation and pose a risk of contact with overhead wires. In addition, these pile press-in operations had the disadvantage that the cranes and the like gave a sense of intimidation to train drivers.

(発明が解決しようとする問題点) 建設工事現場によつては、上記のような事故の
際の被害を最小限に食い止めるために、枠組みし
た鉄パイプを立設し、この枠組みにいわゆる防炎
シート等のシートを張設して、遮蔽壁を設置する
こともあつた。しかしながら、杭圧入現場での、
これら遮蔽壁の設置作業自体が手間がかかり、か
つ危険であると共に、杭圧入作業のように作業の
進行に従つて作業場所が移動する場合には、上記
遮蔽壁を施工範囲全体に設置するか、杭圧入引抜
機に追従して移設する必要があるが、このような
簡易な遮蔽壁も移設する作業は容易ではなかつ
た。また前記シートによる遮蔽壁では鋼杭等の重
量物の揺れや転倒によつて生じる施設の損傷を十
分に防止することは困難であつた。
(Problem to be solved by the invention) At some construction sites, in order to minimize damage in the event of an accident such as the one described above, framed iron pipes are erected, and this framework is fitted with so-called flame-retardant material. In some cases, shielding walls were installed by stretching sheets such as sheets. However, at the pile press-in site,
The work of installing these shielding walls itself is time-consuming and dangerous, and if the work location moves as the work progresses, such as with pile press-in work, it is necessary to install the above-mentioned shielding walls over the entire construction area. However, it was not easy to relocate such a simple shielding wall, although it was necessary to follow the pile press-in/extraction machine. Furthermore, it has been difficult to sufficiently prevent damage to facilities caused by the shaking or overturning of heavy objects such as steel piles with the shielding walls made of the sheets.

そのため場合によつては、杭圧入作業を鉄道の
運行が終了した夜間の短時間で行わなければなら
ず、さらに、現場上空に高圧線があるときには、
保護被膜をつけてから工事をしなくてはならなか
つた。
Therefore, in some cases, pile press-in work must be carried out during a short period of time at night when railway operations have ended, and furthermore, when there are high-voltage lines above the site,
I had to apply a protective coating before starting work.

(問題点を解決するための手段) 本発明は、上記問題点を解決するためになされ
たものであつて、既設杭列上を進退自在に移動す
る挾持移動装置と、この挾持移動装置の上方もし
くは側方に立設した防護壁体を一体に構成した移
動式防護壁によつて達成される。
(Means for Solving the Problems) The present invention has been made to solve the above-mentioned problems, and includes a clamping moving device that moves forward and backward on an existing pile row, and a clamping moving device that moves forward and backward on an existing pile row. Alternatively, this can be accomplished by a movable protection wall that is integrally constructed with protection walls installed on the sides.

(作用) 鋼杭等を地中に連結して埋設してなる既設杭列
上に防護壁体を挾持移動装置を用いて載設する。
(Function) A protective wall is placed on the existing pile row, which is made by connecting steel piles etc. underground and burying them, using a clamping and moving device.

既設杭列上に載置され、かつ杭列を挾持しつつ
移動する挾持移動装置により、防護壁体は常に安
定した状態で立設されると共に、杭圧入引抜機に
追従して移動することができる。
By using a clamping and moving device that is placed on the existing pile row and moves while holding the pile row, the protection wall is always erected in a stable state and can be moved following the pile press-in/extraction machine. can.

そのため防護壁体は常に杭圧入作業等の作業現
場に近接した位置に安定して保持され、クレーン
で吊り上げた鋼矢板等の揺れや転倒が生じても、
防護壁体の外側、すなわち現場周辺の諸施設に対
しては安全が保たれる。
Therefore, the protective wall is always stably maintained in a position close to the work site such as pile press-in work, and even if the steel sheet piles etc. lifted by a crane shake or fall,
Safety is maintained for the outside of the protective wall, that is, the facilities around the site.

(実施例) 本発明の実施例を図面に基づいて説明する。第
1図は第1実施例の一部切欠正面図、第2図aは
第1図X−X線断面図及び第2図bは同Y−Y線
断面図を示す。
(Example) An example of the present invention will be described based on the drawings. FIG. 1 is a partially cutaway front view of the first embodiment, FIG. 2a is a sectional view taken along line XX in FIG. 1, and FIG. 2b is a sectional view taken along line Y-Y in FIG.

第1実施例で示す移動式防護壁1は、既設杭P
を挾持するクランプ機構4と、これらクランプ機
構を移動させるクランプ移動機構5より構成した
挾持移動装置3と、この挾持移動装置3の側方に
立設した防護壁体2よりなる。
The movable protective wall 1 shown in the first embodiment has an existing pile P
It consists of a clamp mechanism 4 for clamping, a clamp moving device 3 comprising a clamp moving mechanism 5 for moving these clamp mechanisms, and a protective wall 2 erected on the side of the clamp moving device 3.

以下、各部の構成を詳細に説明する。 The configuration of each part will be explained in detail below.

既設杭P,Pを挾持する一対のメインクランプ
41は、通常杭圧入引抜機に使用さえる油圧駆動
型のクランプ機構であり、このメインクランプ4
1,41の上端には支持体51,51を立設す
る。この支持体51,51には、対向する内側表
面に、夫々突条51a,51aを構成し、後述の
補助体53の溝53aと摺動自在に嵌合せしめ
る。
A pair of main clamps 41 that clamp the existing piles P, P are hydraulically driven clamp mechanisms normally used in pile press-in/extraction machines.
Support bodies 51, 51 are erected at the upper ends of 1, 41. The supports 51, 51 have protrusions 51a, 51a formed on their opposing inner surfaces, respectively, and are slidably fitted into grooves 53a of an auxiliary body 53, which will be described later.

上記メインクランプ41は、支持体51に対し
て左右方向(杭列と直交方向)に移動可能であ
り、あるいは軸線方向に回動可能である。
The main clamp 41 is movable in the left-right direction (direction perpendicular to the pile row) with respect to the support body 51, or rotatable in the axial direction.

サブクランプ42、42は上記メインクランプ
41と同様の構成よりなり、メインクランプ4
1,41の間の杭P,Pを挟持し、かつ上端に移
動体52を固定してなる。このサブクランプ4
2,42も、前記移動体52に対して左右方向移
動可能、あるいは軸線方向に回動可能である。
The sub-clamps 42, 42 have the same structure as the main clamp 41, and the main clamp 4
1 and 41 are sandwiched between them, and a movable body 52 is fixed to the upper end. This sub clamp 4
2 and 42 are also movable in the left-right direction relative to the movable body 52 or rotatable in the axial direction.

上記移動体52は第2図aで示すように上端に
溝52aを削設し、後述の補助体53の下面に設
けた係合体53bを該溝52aに摺動自在に嵌合
させることにより、補助体53に対して前後移動
し、サブクランプ42,42を杭列上に進退させ
る働きをなす。
The movable body 52 has a groove 52a cut in its upper end as shown in FIG. It moves back and forth with respect to the auxiliary body 53 and functions to move the sub clamps 42, 42 back and forth on the pile row.

前記補助体53は、その短辺側の両端に溝53
a,53aを設け、この溝53aを上記支持体5
1の突条51aに嵌合せしめることにより、補助
体53を支持体51,51に対して摺動自在に上
下動せしめ、その結果サブクランプ42,42を
上下動させるのである。
The auxiliary body 53 has grooves 53 at both ends of its short side.
a, 53a, and this groove 53a is connected to the support body 5.
By fitting into the protrusion 51a of 1, the auxiliary body 53 is slidably moved up and down with respect to the supports 51, 51, and as a result, the sub-clamps 42, 42 are moved up and down.

上記支持体51,51の一側面の上下に2本の
防護壁取付腕21,21を設け、この取付腕2
1,21に防護壁体2を着脱自在に固設する。こ
のとき、補強のために防護壁体2の上部と取付腕
21をワイヤーやパイプ等の補助具Wで連結して
もよい。この防護壁体2は、吊り上げた杭の揺れ
や転倒に対し、周囲の諸施設を防護するものであ
るため、適当な大きさや強度を有する材質を選択
して構成する。そのため強度を維持しつつ、風の
影響や自重を軽減するために金網やエキスパンド
メタルを鉄枠で補強したものを用いることができ
る。
Two protective wall mounting arms 21, 21 are provided above and below one side of the supports 51, 51, and these mounting arms 2
A protective wall body 2 is removably fixed to 1 and 21. At this time, the upper part of the protective wall 2 and the mounting arm 21 may be connected with an auxiliary tool W such as a wire or a pipe for reinforcement. This protective wall body 2 protects surrounding facilities from shaking and falling of the lifted pile, so it is constructed by selecting a material having an appropriate size and strength. Therefore, it is possible to use wire mesh or expanded metal reinforced with an iron frame to reduce the influence of wind and its own weight while maintaining strength.

次に第5図に基づいて本実施例の移動式防護壁
の作動状態を説明する。
Next, the operating state of the movable protection wall of this embodiment will be explained based on FIG.

第5図aは第1図の初期状態からメインクラン
プ41,41の挾持状態を解除した後、支持体5
1,51を補助体53の両端の溝53aに沿つて
上昇せしめ、メインクランプ41,41の下端が
既設杭Pの上方に位置するまで引き上げた状態を
示している。
FIG. 5a shows the support body 5 after the main clamps 41, 41 are released from the initial state shown in FIG.
1 and 51 are raised along the grooves 53a at both ends of the auxiliary body 53 until the lower ends of the main clamps 41 and 41 are positioned above the existing pile P.

次に、この状態を保持しつつ補助体53を移動
体52に対いて移動させ、メインクランプ41,
41と共に杭1枚分だけ前進させる。次しでメイ
ンクランプ41,41を左右方向(杭列と直交方
向)にそれぞれ移動して挾持位置を既設杭P2,
P6の位置に調整し、メインクランプ41,41
を下降せしめ既設杭P2,P6を挾持する。(第
5図b,c) さらにサブクランプ42,42が挾持する既設
杭P3,P4の挾持状態を解除した後に、補助体
53をサブクランプ42と共に上昇せしめ、サブ
クランプ42の先端が既設杭Pの上端より上方に
位置した時に補助体53の上昇を停止し、サブク
ランプ42を前方に杭1枚分だけ移動し、サブク
ランプ42,42を下降せしめ既設杭P4,P5
を挾持する。(第5図d,e,f) この動作を繰り返すことにより、クランプ機構
4は杭圧入引抜機Sに追従して既設杭列上を杭1
枚分ずつ前進(あるいは後退)することができ
る。これに従つて、防護壁体2も杭1枚分ずつ移
動していく。
Next, while maintaining this state, the auxiliary body 53 is moved relative to the movable body 52, and the main clamp 41,
41 and move it forward by one pile. Next, move the main clamps 41, 41 in the left and right directions (direction orthogonal to the pile row) and change the clamping position to the existing pile P2,
Adjust to the P6 position and tighten the main clamps 41, 41.
is lowered to clamp the existing piles P2 and P6. (Fig. 5 b, c) Furthermore, after releasing the clamping state of the existing piles P3 and P4 held by the sub-clamps 42 and 42, the auxiliary body 53 is raised together with the sub-clamp 42, and the tip of the sub-clamp 42 is raised to the existing pile P4. When the auxiliary body 53 is located above the upper end, the raising of the auxiliary body 53 is stopped, the sub-clamp 42 is moved forward by one pile, and the sub-clamps 42, 42 are lowered, and the existing piles P4, P5 are lowered.
to hold. (Fig. 5 d, e, f) By repeating this operation, the clamp mechanism 4 follows the pile press-in/puller S and moves the pile 1 on the existing pile row.
You can move forward (or backward) one sheet at a time. Accordingly, the protection wall 2 also moves one pile at a time.

また、既設杭列が弯曲している場合は、各々の
クランプ41,42の左右方向の移動量を調整
し、あるいは回動することによつて同様に移動を
行うことができる。
Further, if the existing pile row is curved, the movement can be similarly performed by adjusting the amount of movement of each clamp 41, 42 in the left-right direction or by rotating it.

本発明の第2実施例を第6図に示す。この第2
実施例の移動式防護壁と、第1実施例との構成上
の差異は、補助体63の長さを長くして、サブク
ランプ61,61を固設した移動体62の前後方
向の移動距離を杭幅2枚分としたことである。従
つて、移動式防護壁の移動時にはメインクランプ
41,41及びサブクランプ61,61は、一度
に杭2枚分前進できるという長所を有する。その
ため、杭Pの背側と腹側を交互に連絡してある鋼
矢板では杭2枚分前進すると、クランプ41,6
1は常に同一の向きに圧入されている杭Pを挾持
することになるから、移動時の度にクランプ4
1,61の左右方向の移動調整をしなくてもよい
のである。
A second embodiment of the invention is shown in FIG. This second
The difference in structure between the movable protective wall of this embodiment and the first embodiment is that the length of the auxiliary body 63 is increased and the moving distance in the front and rear direction of the movable body 62 in which the sub-clamps 61, 61 are fixed. is the width of two piles. Therefore, when moving the movable protection wall, the main clamps 41, 41 and the sub clamps 61, 61 have the advantage of being able to move forward two piles at a time. Therefore, when the steel sheet pile is connected alternately between the dorsal side and the ventral side of the pile P, when moving forward by two piles, the clamps 41 and 6
Since clamp 1 always clamps the pile P that is press-fitted in the same direction, clamp 4 must be clamped each time it is moved.
There is no need to adjust the movement in the left and right direction of 1 and 61.

上記実施例で示すように、各クランプ機構は、
それぞれの移動量を独立して前後に調整できるよ
うに構成しているため、杭圧入作業の開始前に1
度、鋼矢板の杭幅に合わせて進退距離を適宜調整
することによつて、作業を中断することなく連続
して杭圧入作業を行うことができる。また異なる
杭幅の鋼矢板を使用する場合は再度調整すること
によつて対応する。
As shown in the above examples, each clamp mechanism is
Since the structure allows the amount of movement of each to be adjusted forward and backward independently, it is possible to
By appropriately adjusting the advancing and retreating distance according to the pile width of the steel sheet pile, pile press-in work can be performed continuously without interrupting the work. Also, if steel sheet piles with different pile widths are used, readjustment will be required.

本発明の第3実施例を第7図及び第8図に基づ
いて説明する。第7図は本実施例の正面図、第8
図は一部を切欠いた同側面図である。
A third embodiment of the present invention will be described based on FIGS. 7 and 8. Figure 7 is a front view of this embodiment;
The figure is a partially cutaway side view of the same.

第3実施例で示す移動式防護壁13は、既設杭
Pを両側から挾持する挾持装置45と、内蔵した
駆動装置48の回転動力で既設杭列上を進退自在
に自走する無限軌道47よりなる移動装置と、こ
の移動装置の側方に固設し、かつ上方及び前方に
形成した防護壁体2よりなる。
The movable protective wall 13 shown in the third embodiment has a clamping device 45 that clamps the existing pile P from both sides, and an endless track 47 that moves freely forward and backward on the existing pile row by the rotational power of a built-in drive device 48. It consists of a moving device and a protective wall 2 fixedly installed on the side of the moving device and formed above and in front of the moving device.

駆動装置48は電動機等の回転動力源であり、
一方の駆動輪49を介して無限軌道47を進退自
在に駆動する。
The drive device 48 is a rotating power source such as an electric motor,
The endless track 47 is driven to move forward and backward through one drive wheel 49.

この無限軌道47には上記駆動輪49に周設し
た歯と噛合する歯を内設する。さらに、必要に応
じて無限軌道47の進行の安定を補助するために
無限軌道47の外周面の中央部には既設杭列の上
端部に掛合する溝部を周設しても良い。
This endless track 47 is provided with teeth that mesh with teeth provided around the drive wheel 49. Furthermore, in order to assist in stabilizing the progression of the endless track 47, a groove portion may be provided around the center of the outer circumferential surface of the endless track 47 to engage with the upper end of the existing pile row.

駆動輪49,49の軸部分よりフレーム71,
71を垂設し、かつ前記フレーム71の中央部と
下部の2箇所において、既設杭列に向かつて平行
にアーム45d,45dを突設してなる。
The frame 71 from the shaft portion of the driving wheels 49, 49,
71 is vertically provided, and arms 45d, 45d are provided protruding from two locations in the center and lower part of the frame 71 in parallel to the existing pile row.

挾持装置45は、上記アーム45d,45dに
配設した時45c,45cに回動自在に軸支した
前後一対のガイドローラ45b,45bと、この
ガイドローラ45b,45bに巻架した第2無限
軌道45aを杭列の両側に一対配設してなる。
The clamping device 45 includes a pair of front and rear guide rollers 45b, 45b rotatably supported by the arms 45c, 45c when disposed on the arms 45d, 45d, and a second endless track wound around the guide rollers 45b, 45b. A pair of 45a are arranged on both sides of the pile row.

この第2無限軌道45aは上記無限軌道47と
略同様に回動自在に構成され、通常、動力言に接
続されないが、また特に限定するものでもない。
The second endless track 45a is configured to be rotatable in substantially the same manner as the endless track 47, and is normally not connected to a power train, but is not particularly limited thereto.

上記軸45cは通常、該軸45cを支えるアー
ム45d,45dに内設したスプリング機構(図
示せず)により、上記ガイドローラ45bを既設
杭Pの側壁面に押圧する。この第2無限軌道45
a,45aの間隔は、杭の種類によつて異なる杭
幅に適合させるために調節可能とする。
The shaft 45c normally presses the guide roller 45b against the side wall surface of the existing pile P by a spring mechanism (not shown) installed in arms 45d, 45d that support the shaft 45c. This second endless track 45
The spacing between a and 45a can be adjusted to suit different pile widths depending on the type of pile.

防護壁体2は上記支持フレーム71に着脱自在
に固設された板状体であり、鉄道の軌道とほぼ平
行して張設される高圧線L,Lを保護するため
に、その上部においては移動式防護壁13を覆う
ように折曲し、ほぼ水平は上空保護板21を形成
する。この上空保護板21の上面は絶縁体を塗布
して、上方に張設された高圧線と接触した場合の
感電事故を未然に防止するものである。
The protective wall 2 is a plate-shaped body that is detachably fixed to the support frame 71, and in order to protect the high-voltage lines L, L, which are stretched almost parallel to the railway tracks, there are It is bent so as to cover the movable protection wall 13 and forms an almost horizontal upper air protection plate 21. The upper surface of the upper air protection plate 21 is coated with an insulator to prevent an electric shock from occurring if it comes into contact with a high voltage line stretched above.

本実施例の移動式防護壁13は、既設杭列上に
無限軌道47を載置し、かつ一対の第2無限軌道
45a,45aで既設杭列の両側を挾持せしめ
る。杭圧入作業の進行に伴い、適宜無限軌道47
を作動し杭列上を移動せしめることで、防護壁2
を前進させる。
In the movable protective wall 13 of this embodiment, an endless track 47 is placed on the existing pile row, and both sides of the existing pile row are held between a pair of second endless tracks 45a, 45a. As the pile press-in work progresses, the endless track 47
By activating and moving the pile row, the protective wall 2
advance.

本実施例では、前記第1実施例に比べ移動操作
が簡単であり、かつ杭幅にとらわれることなく、
任意の距離の移動が可能である。
In this embodiment, the moving operation is easier than in the first embodiment, and it is not limited by the pile width.
It is possible to move any distance.

更には、本実施例の無限軌道47に代えて駆動
輪を連設した構成の移動装置も採用でき、第2無
限軌道45aについても、内部に多数のローラー
を連設した、長尺ケースを用いて、両端の45
d,45d間に係止し、既設杭列面に接触させる
ことで、第2無限軌道45aに代えることができ
るのである。
Furthermore, a moving device having a structure in which driving wheels are connected in place of the endless track 47 of this embodiment can also be adopted, and the second endless track 45a can also be formed by using a long case with a large number of rollers installed in a row inside. 45 at both ends
By locking between d and 45d and contacting the existing pile row surface, it can be replaced with the second endless track 45a.

(発明の効果) 上述の如く本発明によれば、クレーン等で吊り
上げた鋼矢板等が風の影響によつて先端が振れた
り、あるいは転倒するようなことがあつても防護
壁体の作用で周囲の諸施設を防護し、鉄道用の施
設等を破損したり鉄道の運行を妨げるようなこと
はなく、また、運転手に対しても威圧感を与えな
い。そのため、安全の確認が容易かつ確実に行え
る昼間に杭圧入等の作業を行うことができ、作業
効率が高くなる等の効果を奏する。
(Effects of the Invention) As described above, according to the present invention, even if the tip of a steel sheet pile, etc. hoisted by a crane or the like swings or falls due to the influence of the wind, the protection wall will not act. It protects surrounding facilities, does not damage railway facilities or interfere with railway operation, and does not give a sense of intimidation to drivers. Therefore, work such as pile press-fitting can be performed during the daytime when safety can be easily and reliably confirmed, and the work efficiency is improved.

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

図面は本発明の実施例を示すもので、第1図は
第1実施例の正面図、第2図aは第1図X−X線
断面側面図、第2図bは第1図Y−Y線断面側面
図、第3図は第1実施例の使用状態を示す側面
図、第4図は同平面図、第5図は移動状態の説明
図、第6図は第2実施例の正面図、第7図は第3
実施例の正面図及び第8図は同側面図である。 1,13……移動式防護壁、2……防護壁体、
3……挾持移動装置、4……挾持装置、4……ク
ランプ機構、P……既設杭、5……クランプ移動
機構、47……無限軌道。
The drawings show an embodiment of the present invention; FIG. 1 is a front view of the first embodiment, FIG. 2a is a cross-sectional side view taken along the line X-X in FIG. A Y-line cross-sectional side view, FIG. 3 is a side view showing the first embodiment in use, FIG. 4 is a plan view of the same, FIG. 5 is an explanatory diagram of the moving state, and FIG. 6 is a front view of the second embodiment. Figure 7 is the third
The front view and FIG. 8 of the embodiment are the same side views. 1, 13...Movable protective wall, 2...Protective wall body,
3... Clamp moving device, 4... Clamping device, 4... Clamp mechanism, P... Existing pile, 5... Clamp moving mechanism, 47... Endless track.

Claims (1)

【特許請求の範囲】 1 既設杭を両側から挾持し、かつ既設杭列上を
進退自在に移動する挾持移動装置と、該挾持移動
装置の上方に立設した防護壁体を一体に構成した
ことを特徴とする移動式防護壁。 2 上記挾持移動装置が、既設杭を挾持するクラ
ンプ機構と、該クランプ機構を前後に移動させる
クランプ移動機構よりなることを特徴とする特許
請求の範囲第1項記載の移動式防護壁。 3 上記挾持移動装置が、既設杭を挾持しつつ既
設杭の両側面を転動する挾持装置を有し、既設杭
列上を駆動装置によつて進退自在に走行する無限
軌道よりなることを特徴とする特許請求の範囲第
1項記載の移動式防護壁。
[Scope of Claims] 1. A clamping moving device that clamps existing piles from both sides and moves freely forward and backward on the existing pile row, and a protective wall that stands above the clamping and moving device are integrally constructed. A mobile protective wall featuring: 2. The movable protective wall according to claim 1, wherein the clamping and moving device comprises a clamp mechanism that clamps the existing pile, and a clamp movement mechanism that moves the clamp mechanism back and forth. 3. The clamping and moving device has a clamping device that rolls on both sides of the existing pile while clamping the existing pile, and is comprised of an endless track that runs freely forward and backward on the row of existing piles by means of a drive device. A movable protective wall according to claim 1.
JP20631386A 1986-09-02 1986-09-02 Moving type shelter wall Granted JPS6363822A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20631386A JPS6363822A (en) 1986-09-02 1986-09-02 Moving type shelter wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20631386A JPS6363822A (en) 1986-09-02 1986-09-02 Moving type shelter wall

Publications (2)

Publication Number Publication Date
JPS6363822A JPS6363822A (en) 1988-03-22
JPH0517330B2 true JPH0517330B2 (en) 1993-03-08

Family

ID=16521231

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20631386A Granted JPS6363822A (en) 1986-09-02 1986-09-02 Moving type shelter wall

Country Status (1)

Country Link
JP (1) JPS6363822A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06257151A (en) * 1993-03-02 1994-09-13 Giken Seisakusho Co Ltd Carrying device
CN102418341B (en) * 2011-09-30 2013-10-30 河海大学常州校区 On-pile travelling device

Also Published As

Publication number Publication date
JPS6363822A (en) 1988-03-22

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