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JP4090598B2 - Continuous wall excavator - Google Patents
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JP4090598B2 - Continuous wall excavator - Google Patents

Continuous wall excavator Download PDF

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Publication number
JP4090598B2
JP4090598B2 JP34320998A JP34320998A JP4090598B2 JP 4090598 B2 JP4090598 B2 JP 4090598B2 JP 34320998 A JP34320998 A JP 34320998A JP 34320998 A JP34320998 A JP 34320998A JP 4090598 B2 JP4090598 B2 JP 4090598B2
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JP
Japan
Prior art keywords
guide
guide post
pair
chain member
cutters
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP34320998A
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Japanese (ja)
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JP2000160593A (en
Inventor
康 一 捧
木 智 夫 鈴
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.)
Sanwa Kizai Co Ltd
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Sanwa Kizai 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 Sanwa Kizai Co Ltd filed Critical Sanwa Kizai Co Ltd
Priority to JP34320998A priority Critical patent/JP4090598B2/en
Publication of JP2000160593A publication Critical patent/JP2000160593A/en
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Publication of JP4090598B2 publication Critical patent/JP4090598B2/en
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Description

【0001】
【発明の属する技術分野】
本発明は、地中に連続壁を造成するための連続壁掘削機に関する。
【0002】
【従来の技術】
地中に連続壁を造成する手段として、従来から走行自在なベースマシンに垂下支持されるガイドポストの外周面にそってチエン部材をエンドレスに回動するよう巻装し、このチエン部材の外周面に棒状の掘削刃を所定のピッチをもって突設した連続壁掘削機が知られている。
【0003】
上記掘削機を用いて連続壁を造成するには、予め掘削された縦穴内にガイドポストを挿入してセットし、前記チエン部材を回動させながらベースマシンを移動させてその走行方向に連続穴を掘削しながら薬液を注入し、掘削土砂と撹拌混合して連続壁を造成して行くものである。
【0004】
【発明が解決しようとする課題】
しかして上記の掘削機では、掘削作業を長時間にわたり中断するときガイドポストを地中に建込んだまま放置しておいた場合、掘削土砂や注入薬液が圧密固化してガイドポストを上下左右に移動不能に拘束させてしまうことがあり、この拘束状態を解くための作業に多大な労力と時間を費やしている。
【0005】
【課題を解決するための手段】
本発明は、地中にガイドポストを建込んだまま長時間放置するときガイドポストが土砂や薬液の固化により拘束されても直ちに解消して掘削作業に移行することができるように構成された連続壁掘削機であって、走行自在なベースマシンに支持されて上下方向に延びるガイドポストと、前記ガイドポストの上方に設けられた駆動軸によって駆動される駆動スプロケットと、前記ガイドポストの下端に軸着されたガイドスプロケットと、前記駆動スプロケットと前記ガイドスプロケットに巻装され、前記ガイドポストの左右の端面に沿って周回走行する無端状のチエン部材と、前記ガイドポストの前後の側面と周辺地盤との密着を解くために前記チエン部材に取り付けられたサイドカッタと、前記駆動スプロケットを前後に挟むように同軸に設けられた前後一対のガイド輪と、前記ガイドポストと前記前後一対のガイド輪との間でそれぞれ延びるガイド部材と、を備えている。
前記サイドカッタは、前記チエン部材の走行方向に延びる支軸をそれぞれ有する、前記チエン部材に支持された前後一対のヒンジと、前記前後一対のヒンジの支軸にそれぞれ枢支されて、その先端同士が互いに接近した閉じた状態とその先端同士が互いに離間した開いた状態との間で開閉自在な前後一対のカッタと、前記前後一対のカッタを前記閉じた状態に付勢するバネと、を有している。
そして、前記前後一対のカッタは、前記チエン部材の走行に伴って周回するときに、前記ガイドポストの前後の側面にそれぞれ接近乃至接触して周辺地盤との密着を解く閉じた状態と、前記前後一対のガイド輪および前記ガイド部材に倣って摺動して前記駆動軸との干渉を回避する開いた状態と、を取るように構成されていることを特徴とする。
【0006】
こうしたことにより、掘削作業を休止したのちにおいて、掘削作業再開時にチエン部材を回動させれば、縁切り用のサイドカッタはチエンの回動に伴ってガイドポストを周回し、ガイドポストの前後の側面にそって摺動することになるので、ガイドポストに固着した掘削土砂や固化薬液が剥離され、掘削作業の休止後再起動する際に拘束状態を直ちに解消することができる。
【0007】
【発明の実施の形態】
以下、本発明を図面に示す実施の形態を参照して説明する。
【0008】
図1は本発明による連続壁掘削機の一実施形態の全体の側面図を示すもので、クローラ型のベースマシン1に門型フレーム2が設けられ、この門型フレーム2に鋼板により断面矩形状の箱形に形成されたガイドポスト3が周知のようにガイドレール4,5にホルダ6を介して上下動および横行動可能に支持されている。
【0009】
上記ホルダ6によるガイドポスト3の支持手段は、従来と同様に油圧シリンダ(図示せず)のピストンロッドの先端とガイドポスト3の両側に設けられている連結用のピン孔とをピンで連結し、このピンの差替えによりガイドポスト3をガイドレールにそって尺取虫運動により順次圧入させるか、あるいはガイドポスト3をワイヤにより吊り持し、自重または圧入シリンダにより押込むようにされている。
【0010】
上記ガイドポスト3の下端にはガイドスプロケット7が軸着され、前記ホルダ6にはモータ8により減速機部9内の減速機を介して駆動される駆動スプロケット10があって、これらにチエン部材11が無端回動自在に巻装されており、ガイドポスト3の幅狭側の左右の端面3a,3aにそってチエン部材11が走行するように構成されている。
【0011】
上記チエン部材11の外周面には図4〜図6に示されているように掘削刃12,12…が一定のピッチをもって固着突出されている。この掘削刃12は、チエン部材11に固着される基部13の外側面に複数本の刃部14,14…が突設された構造のもので、この刃部14,14…は各掘削刃12,12…によって突出位置が異ならせてあり、全体として水平方向のすべてが刃部14,14…でカバーされるようになっている。
【0012】
図2、図3に示すように前記駆動スプロケット10の両側部の離間した位置から前記ガイドポスト3の上端にかけてホルダガイド部材15が設けられ、前記駆動スプロケット10の軸16上で前記ガイド部材15の各外側位置には円盤状のガイド輪17,17が固着されており、このガイド輪17,17の外周縁外面側は傾斜周面17aとされている。
【0013】
なお符号18は、前記チエン部材11をガイドポスト3の側面領域から前記駆動スプロケット10へ橋渡しするために設けられているトラックローラである。
【0014】
前記チエン部材11には掘削土砂や薬液等が固化して固着した固化物とガイドポスト3との縁を切るための縁切り用のサイドカッタ20が設けられている。このサイドカッタ20は、チエン部材11の外面に固着され前記ガイドポスト3の厚み相当の横幅を有するプレート21と、このプレート21の前後の両側部にヒンジ22,22により開閉自在に枢支されたカッタ23,23と、これらカッタ23,23をその先端が互いに接近する方向に付勢するバネ24,24(板バネ)とで構成され、ガイドポスト3の左右の端面3a,3aをとり囲むように形成されている。前記カッタ23,23は先端がやや幅狭となるように前記ヒンジ22を底辺として略台形状をなす板状のもので、これらカッタ23,23の先端は前記ホルダガイド部材15および前後一対のガイド輪17,17の外周部にそっておかれる位置まで延びており、チエン部材11の回動に伴って周回するとき前記ガイド部材15およびガイド輪17に倣って摺動するように構成されている。
【0015】
なお図2においてはサイドカッタ20が3個画かれているが、これはサイドカッタ20の移動時の状態を示すため便宜上画かれているものであり、実際には少なくとも1個設けられるものである。
【0016】
すなわち、サイドカッタ20が図2に示すイ位置にあるときは、そのカッタ23が前後一対のガイド輪17の傾斜周面17aにそっておかれ図4に示すようにカッタ23,23は開いた状態となり、軸16を回避するようになっている。ロ位置にあるときはカッタ23,23はホルダガイド部材15にそっておかれ図5のようにやや開いた状態となり、さらにハ位置にあるときはカッタ23,23がバネ24,24の作用により図6のように閉じ位置におかれ、このときカッタ23,23がガイドポスト3の前後の側面3b,3bに適宜ストッパにより接近乃至は接触した位置におかれるようになっている。
【0017】
前記ガイドポスト3の内部には従来と同様に薬液供給路(図示省略)が設けられ、ガイドポスト3の下端乃至は下端近くから地中に薬液を噴出させることができるようになっている。
【0018】
次に上記実施形態の作用を説明する。
【0019】
ベースマシン1を連続壁造成位置へ移動させ、予め掘孔されている縦穴内に圧入シリンダ等によりガイドポスト3を挿入したのち薬液供給路を通じ薬液を供給して地中に薬液を注出させつつ無端状のチエン部材11を周回させ、ベースマシン1を走行させることによりチエン部材11の外周に突出する掘削刃12,12…により地盤が掘削されて掘削溝が横方向に形成される。
【0020】
上記掘削中、サイドカッタ20はガイドポスト3を周回し、そのカッタ23,23が常にガイドポスト3の前後の側面3b,3bにそって移動することになり、ガイドポスト3の前後の側面3b,3bに固着した掘削土砂等を剥離させつつ掘削溝の造成が行なわれる。
【0021】
掘削機を縦孔内に長時間にわたり放置した状態ののち掘削作業を再開するときは、モータ8を起動して無端状のチエン部材11を回動させれば、サイドカッタ20がガイドポスト3を周回し、ガイドポスト3の前後の側面3b,3bと周辺地盤との密着が解かれ、ガイドポスト3が土砂や薬液の固化により左右方向への移動が不能な状態に拘束されていたとしてもこれを容易に解消することができ、直ちに掘削作業に移行することができる。
【0022】
仮にガイドポスト3が拘束状態におかれていない場合でも、ガイドポスト3と地盤との間の摩擦を軽減して掘削作業をより円滑に開始することができる。
【0023】
【発明の効果】
以上説明したように本発明によれば、掘削刃が突設されガイドポストを周回することにより地盤を掘削するためのチエン部材に、ガイドポストの前後の側面にそって移動する縁切り用のサイドカッタを設けたので、掘削作業の再開時にガイドポストが掘削土砂の圧密や薬液により固化して移動不能に拘束されていたとしても、チエン部材を起動させることにより上記拘束状態を解消することができ、従来のように手作業による拘束解除作業を必要とせずに直ちに掘削作業に移行することができる。
【0024】
またサイドカッタはチエン部材の回動時に駆動スプロケットの駆動軸を回避して回動するよう開閉自在としてあるので、掘削作業時にいちいち取り外す必要がなく、余分な手数を要せずに常に支障なく掘削作業を行なわせることができる。
【図面の簡単な説明】
【図1】 本発明の一実施形態を示す正面図。
【図2】 図1のP部の拡大正面図。
【図3】 同、側面図。
【図4】 図2のA−A相当の断面図。
【図5】 図2のB−B相当の断面図。
【図6】図2のC−C相当の断面図。
【符号の説明】
3 ガイドポスト
3a,3a 左右の端面
3b,3b 前後の側面
6 ホルダ
7 ガイドスプロケット
9 減速機部
10 駆動スプロケット
11 チエン部材
12 掘削刃
15 ガイド部材
16 軸
17 ガイド輪
18 トラックローラ
20 サイドカッタ
23 カッタ
24 バネ
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a continuous wall excavator for creating a continuous wall in the ground.
[0002]
[Prior art]
As a means for creating a continuous wall in the ground, the chain member is wound so as to endlessly rotate along the outer peripheral surface of the guide post that is suspended and supported by a base machine that can travel freely, and the outer peripheral surface of this chain member There is known a continuous wall excavator having rod-shaped excavating blades protruding at a predetermined pitch.
[0003]
In order to create a continuous wall using the excavator, a guide post is inserted and set in a previously excavated vertical hole, and the base machine is moved while rotating the chain member, so that a continuous hole is formed in the traveling direction. The chemical solution is poured while excavating the soil, and it is stirred and mixed with the excavated earth and sand to create a continuous wall.
[0004]
[Problems to be solved by the invention]
Therefore, in the above excavator, when the excavation work is interrupted for a long time and the guide post is left standing in the ground, the excavated sediment and the injected chemical solution are consolidated and solidified, and the guide post is moved vertically and horizontally. There are cases where the robot is restrained so that it cannot move, and a great deal of labor and time is spent on the work for solving this restrained state.
[0005]
[Means for Solving the Problems]
The present invention, continuous guide post is configured to be able to shift to excavation work to eliminate immediately be bound by solidification of the sediment and chemical when prolonged leave it crowded denominated the guide posts into the ground A wall excavator, which is supported by a movable base machine and extends vertically, a drive sprocket driven by a drive shaft provided above the guide post, and a shaft at the lower end of the guide post A worn guide sprocket, an endless chain member wound around the drive sprocket and the guide sprocket and running around the left and right end surfaces of the guide post, front and rear side surfaces of the guide post, and surrounding ground; The side cutter attached to the chain member and the drive sprocket are arranged coaxially so as to sandwich the drive sprocket back and forth A pair of guide wheels before and after that is, a, a guide member extending respectively between said guide post and said pair of front and rear guide wheels.
The side cutters have pivots extending in the running direction of the chain member, and are pivotally supported by a pair of front and rear hinges supported by the chain member and the pair of front and rear hinges, respectively. A pair of front and rear cutters that can be opened and closed between a closed state in which they are close to each other and an open state in which their tips are spaced apart from each other, and a spring that biases the pair of front and rear cutters in the closed state. is doing.
When the pair of front and rear cutters circulate as the chain member runs, the pair of front and rear cutters approach and contact the front and rear side surfaces of the guide post, respectively, and are closed to release contact with the surrounding ground. A pair of guide wheels and the guide member are configured to slide and follow an open state in which interference with the drive shaft is avoided.
[0006]
As a result, after the excavation operation is stopped, if the chain member is rotated when the excavation operation is resumed, the edge cutter side cutter circulates the guide post as the chain rotates, and the front and rear sides of the guide post Accordingly, the excavated earth and sand and the solidified chemical solution fixed to the guide post are peeled off, and the restraint state can be immediately released when restarting after the excavation operation is suspended.
[0007]
DETAILED DESCRIPTION OF THE INVENTION
The present invention will be described below with reference to embodiments shown in the drawings.
[0008]
FIG. 1 shows an overall side view of an embodiment of a continuous wall excavator according to the present invention. A crawler-type base machine 1 is provided with a portal frame 2, and the portal frame 2 is rectangular in cross section by a steel plate. A guide post 3 formed in a box shape is supported by guide rails 4 and 5 through a holder 6 so as to be movable up and down and laterally as is well known.
[0009]
The support means of the guide post 3 by the holder 6 connects the tip of the piston rod of a hydraulic cylinder (not shown) and the connecting pin holes provided on both sides of the guide post 3 with pins as in the conventional case. By replacing the pins, the guide posts 3 are sequentially press-fitted along the guide rails by a worm movement, or the guide posts 3 are suspended by wires and pushed by their own weight or a press-fitting cylinder.
[0010]
A guide sprocket 7 is pivotally attached to the lower end of the guide post 3, and the holder 6 has a drive sprocket 10 driven by a motor 8 through a speed reducer in a speed reducer section 9. Is wound so as to be endlessly rotatable, and is configured such that the chain member 11 travels along the left and right end surfaces 3a, 3a on the narrow side of the guide post 3.
[0011]
Excavation blades 12, 12,... Are fixedly projected on the outer peripheral surface of the chain member 11 with a constant pitch, as shown in FIGS. This excavation blade 12 has a structure in which a plurality of blade portions 14, 14... Project from the outer surface of the base portion 13 fixed to the chain member 11. The blade portions 14, 14. .., 12... Are different from each other, and the entire horizontal direction is covered by the blade portions 14, 14.
[0012]
As shown in FIGS. 2 and 3, a guide member 15 on the holder 6 side is provided from a spaced position on both sides of the drive sprocket 10 to the upper end of the guide post 3, and the guide on the shaft 16 of the drive sprocket 10. Disc-shaped guide wheels 17 and 17 are fixed to respective outer positions of the member 15, and the outer peripheral edge outer surface side of the guide wheels 17 and 17 is an inclined peripheral surface 17 a.
[0013]
Reference numeral 18 denotes a track roller provided for bridging the chain member 11 from the side surface region of the guide post 3 to the drive sprocket 10.
[0014]
The chain member 11 is provided with an edge cutting side cutter 20 for cutting an edge between the solidified material solidified by the excavated earth and sand, a chemical solution, and the like and the guide post 3. The side cutter 20 includes a plate 21 having a width outside is secured to the peripheral surface of the corresponding thickness of the guide post 3 of the chain members 11, openably pivoted by hinges 22 and 22 on both sides of the front and rear of the plate 21 The cutters 23 and 23 and springs 24 and 24 (plate springs) that urge the cutters 23 and 23 in the direction in which their tips approach each other, and the left and right end surfaces 3a and 3a of the guide post 3 are formed. It is formed to surround. The cutters 23, 23 are plate-shaped having a substantially trapezoidal shape with the hinge 22 as the bottom so that the tips are slightly narrower. The tips of the cutters 23, 23 are the guide member 15 on the holder 6 side and the front and rear sides. It extends to a position along the outer periphery of the pair of guide wheels 17, 17, and is configured to slide along the guide member 15 and the guide wheel 17 when the chain member 11 circulates as the chain member 11 rotates. Has been.
[0015]
In FIG. 2, three side cutters 20 are drawn, but this is shown for convenience in order to show the state of the side cutter 20 when it is moved, and at least one is actually provided. .
[0016]
That is, when the side cutter 20 is at the b position shown in Figure 2, the cutter 23 as shown in FIG. 4 the cutter 23 is placed along the inclined peripheral surfaces 17a of the pair of guide wheels 17 before and after the open Thus , the shaft 16 is avoided. The cutter 23, 23 when in the B position in a state where little open as in FIG. 5 is placed along the holder 6 side of the guide member 15, the cutter 23, 23 spring 24 when further in Ha position, 6, the cutter 23 is placed in a closed position as shown in FIG. 6. At this time, the cutters 23, 23 are brought close to or in contact with the front and rear side surfaces 3 b, 3 b of the guide post 3 by appropriate stoppers. .
[0017]
Inside the guide post 3, a chemical solution supply path (not shown) is provided in the same manner as in the prior art so that the chemical solution can be ejected into the ground from the lower end of the guide post 3 or near the lower end.
[0018]
Next, the operation of the above embodiment will be described.
[0019]
While the base machine 1 is moved to the continuous wall construction position, the guide post 3 is inserted into a pre-drilled vertical hole by a press-fitting cylinder or the like, and then the chemical liquid is supplied through the chemical liquid supply path while the chemical liquid is poured out into the ground. an endless chain member 11 is orbiting, by moving the base machine 1, the outer peripheral excavation digging edge 12, 12 ... ground is excavated by projecting the chain member 11 is formed in the lateral direction.
[0020]
During the excavation, the side cutter 20 is the guide post 3 orbiting the front and rear side 3b of always guide post 3 is the cutter 23, will be moved along the 3b, the front and rear guide posts 3 side 3b, The excavation groove is formed while exfoliating excavation earth and sand adhering to 3b .
[0021]
When resuming excavation work after leaving the excavator in the vertical hole for a long time, the side cutter 20 moves the guide post 3 by starting the motor 8 and rotating the endless chain member 11. Even if the guide post 3 is restrained in a state in which it cannot move in the left-right direction due to solidification of earth and sand or chemicals, the lap around and the contact between the front and back side surfaces 3b, 3b of the guide post 3 and the surrounding ground are released. Can be easily eliminated, and it is possible to immediately shift to excavation work.
[0022]
Even if the guide post 3 is not in a restrained state, the friction between the guide post 3 and the ground can be reduced and the excavation work can be started more smoothly.
[0023]
【The invention's effect】
As described above, according to the present invention, the side cutter for edge cutting that moves along the front and rear side surfaces of the guide post to the chain member for excavating the ground by projecting the excavating blade and circling the guide post Even if the guide post is solidified by excavating soil compaction or chemicals and restrained so that it cannot move when resuming excavation work, the restraint state can be canceled by starting the chain member, It is possible to immediately shift to excavation work without requiring manual restraint releasing work as in the prior art.
[0024]
Also, the side cutter can be opened and closed so as to avoid the drive shaft of the drive sprocket when rotating the chain member, so there is no need to remove it every time during excavation work, and excavation is always performed without any trouble. Work can be done.
[Brief description of the drawings]
FIG. 1 is a front view showing an embodiment of the present invention.
FIG. 2 is an enlarged front view of a P portion in FIG.
FIG. 3 is a side view of the same.
4 is a cross-sectional view corresponding to AA in FIG. 2;
FIG. 5 is a cross-sectional view corresponding to BB in FIG. 2;
6 is a cross-sectional view corresponding to CC in FIG. 2;
[Explanation of symbols]
3 Guide post
3a, 3a Left and right end faces
3b, 3b Front and rear side surfaces 6 Holder 7 Guide sprocket 9 Reducer portion 10 Drive sprocket 11 Chain member 12 Excavation blade 15 Guide member
16 Shaft 17 Guide wheel 18 Track roller 20 Side cutter 23 Cutter 24 Spring

Claims (1)

走行自在なベースマシンに支持されて上下方向に延びるガイドポストと、A guide post supported in a freely movable base machine and extending in the vertical direction;
前記ガイドポストの上方に設けられた駆動軸によって駆動される駆動スプロケットと、A drive sprocket driven by a drive shaft provided above the guide post;
前記ガイドポストの下端に軸着されたガイドスプロケットと、A guide sprocket pivotally attached to the lower end of the guide post;
前記駆動スプロケットと前記ガイドスプロケットに巻装され、前記ガイドポストの左右の端面に沿って周回走行する無端状のチエン部材と、An endless chain member wound around the drive sprocket and the guide sprocket and running around the left and right end faces of the guide post;
前記ガイドポストの前後の側面と周辺地盤との密着を解くために前記チエン部材に取り付けられたサイドカッタと、A side cutter attached to the chain member for releasing the adhesion between the front and rear sides of the guide post and the surrounding ground;
前記駆動スプロケットを前後に挟むように同軸に設けられた前後一対のガイド輪と、A pair of front and rear guide wheels provided coaxially so as to sandwich the drive sprocket forward and backward,
前記ガイドポストと前記前後一対のガイド輪との間でそれぞれ延びるガイド部材と、A guide member extending between the guide post and the pair of front and rear guide wheels,
を備え、With
前記サイドカッタは、The side cutter is
前記チエン部材の走行方向に延びる支軸をそれぞれ有する、前記チエン部材に支持された前後一対のヒンジと、A pair of front and rear hinges supported by the chain member, each having a support shaft extending in the travel direction of the chain member;
前記前後一対のヒンジの支軸にそれぞれ枢支されて、その先端同士が互いに接近した閉じた状態とその先端同士が互いに離間した開いた状態との間で開閉自在な前後一対のカッタと、A pair of front and rear cutters that are pivotally supported by the pair of front and rear hinge shafts, and that can be opened and closed between a closed state in which their tips approach each other and an open state in which their tips are spaced apart from each other;
前記前後一対のカッタを前記閉じた状態に付勢するバネと、を有しており、A spring for biasing the pair of front and rear cutters to the closed state,
前記前後一対のカッタは、前記チエン部材の走行に伴って周回するときに、前記ガイドポストの前後の側面にそれぞれ接近乃至接触して周辺地盤との密着を解く閉じた状態と、前記前後一対のガイド輪および前記ガイド部材に倣って摺動して前記駆動軸との干渉を回避する開いた状態と、を取るように構成されていることを特徴とする連続壁掘削機。When the pair of front and rear cutters circulate with the travel of the chain member, the front and rear side surfaces of the guide post approach or contact with the front and rear side surfaces, respectively, and are closed to release contact with the surrounding ground. A continuous wall excavator configured to take an open state in which the guide wheel and the guide member slide along each other to avoid interference with the drive shaft.
JP34320998A 1998-12-02 1998-12-02 Continuous wall excavator Expired - Fee Related JP4090598B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP34320998A JP4090598B2 (en) 1998-12-02 1998-12-02 Continuous wall excavator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP34320998A JP4090598B2 (en) 1998-12-02 1998-12-02 Continuous wall excavator

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JP2000160593A JP2000160593A (en) 2000-06-13
JP4090598B2 true JP4090598B2 (en) 2008-05-28

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JP6406701B2 (en) * 2014-11-19 2018-10-17 国土交通省関東地方整備局長 Construction method and construction support system of static press-fit compaction method
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