JPS5817797Y2 - Sheet pile burying machine - Google Patents
Sheet pile burying machineInfo
- Publication number
- JPS5817797Y2 JPS5817797Y2 JP1978096198U JP9619878U JPS5817797Y2 JP S5817797 Y2 JPS5817797 Y2 JP S5817797Y2 JP 1978096198 U JP1978096198 U JP 1978096198U JP 9619878 U JP9619878 U JP 9619878U JP S5817797 Y2 JPS5817797 Y2 JP S5817797Y2
- Authority
- JP
- Japan
- Prior art keywords
- sheet pile
- bracket
- attached
- reaction force
- leader
- 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
Links
Landscapes
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Description
【考案の詳細な説明】 この考案は矢板の無振動埋設装置に関するものである。[Detailed explanation of the idea] This invention relates to a vibration-free burial device for sheet piles.
従来、鋼板等の矢板の無振動埋設装置としては例えば特
公昭53−10364号に記載の如く、リーダーに装着
したオーガーで矢板埋設部近傍を掘進し、矢板の圧入抵
抗を軽減してリーダーに装着した油圧ジヤツキ等で矢板
支持体を押圧し、圧入するようにしたものは公知であり
、かつかかる装置は無振動埋設装置としての所期の目的
は十分達成しているが、地盤の状態によっては、単に油
圧ジヤツキ等で矢板を押圧し圧入した場合、埋設装置の
自重だけでは反力支持が不十分で工事に長時間を要する
場合も散見される。Conventionally, as a vibration-free burying device for sheet piles such as steel plates, as described in Japanese Patent Publication No. 53-10364, an auger attached to a leader excavates the vicinity of the sheet pile buried area, reduces press-fitting resistance of the sheet pile, and mounts the sheet pile on the leader. A device in which the sheet pile support is pressed and press-fitted using a hydraulic jack or the like is known, and although such a device satisfactorily achieves its intended purpose as a vibration-free burial device, it may not work depending on the ground condition. However, if the sheet piles are simply pressed in using a hydraulic jack or the like, there are cases where the dead weight of the burying equipment alone is insufficient to support the reaction force, and construction takes a long time.
このため、圧入装置の下部に反力台を設け、2本目以降
の矢板の圧入に際しては、先に埋設した矢板と反力台と
を連結し、装置自重と併せて先埋設矢板でも反力を受け
るように構成されたものも公知であるが、この反力台は
矢板圧入残を少くするために圧入装置の最下部のできる
だけ低い位置に配設することが望ましい反面、リーダー
を分解せずに輸送する場合、トレーラ等に自刃登板する
際第1図に示す如く反力台が地面に接触し登板を阻害す
る不具合があった。For this reason, a reaction force table is installed at the bottom of the press-in device, and when press-fitting the second and subsequent sheet piles, the previously buried sheet pile and the reaction force table are connected, and the reaction force of the first buried sheet pile is applied in addition to the own weight of the device. There is also a known reaction table configured to receive the leader, but it is desirable to place this reaction table at the lowest possible position at the bottom of the press-in device in order to reduce the amount of sheet piles left behind during press-fitting. When transporting the blade, there was a problem in which the reaction platform came into contact with the ground and hindered the pitching, as shown in Figure 1, when the knife was mounted on a trailer or the like.
この考案は上記に鑑みなされたものであって、圧入装置
の下部に装着した反力台とブラケットとの間隔を調整可
能とすることにより、矢板埋設作業時には反力台を最下
位置に固定し矢板圧入残をできるだけ少くすると共に、
搬送時にはジヤツキの昇降ストロークの範囲内で上昇さ
せ、反力台が自刃走行を阻害するのを防止したものであ
る。This idea was created in view of the above, and by making it possible to adjust the distance between the reaction force table attached to the bottom of the press-fitting device and the bracket, the reaction force table can be fixed at the lowest position during sheet pile burying work. In addition to minimizing the remaining sheet pile press-in,
During transportation, it is raised within the range of the jack's vertical stroke to prevent the reaction force table from interfering with self-blade travel.
以下、図面に示した実施例に沿い説明する。The following will explain the embodiments shown in the drawings.
1は鋼板等の矢板埋設機で、車体2及び該車体2にキャ
ッチボーク3.リーダ俯仰シリンダー4及びステー5を
介して装着されたリーダ6とにより構成されている。1 is a sheet pile burying machine for steel plates, etc., which buries a car body 2 and catch balks on the car body 2; It is composed of a leader elevation cylinder 4 and a leader 6 mounted via a stay 5.
該リーダ6は上部リーダ6′、中部リーダ6″及び下部
リーダ6″に着脱自在に装着された補助り−ダ6″′と
により構成されており、かつ該リーダ6にはリーダ6に
案内されると共にワイヤロープ7を介して車体2に装着
されたウィンチ8により吊持されたオーガーモータ9が
昇降自在に装着されている。The leader 6 is composed of an upper leader 6', a middle leader 6'', and an auxiliary lever 6'' detachably attached to the lower leader 6''. At the same time, an auger motor 9 is attached to the vehicle body 2 via a wire rope 7 and suspended by a winch 8 so as to be movable up and down.
10はアースオーガーで、前記オーガーモータ9の下端
に装着され、該該モータ9により回転駆動される。Reference numeral 10 denotes an earth auger, which is attached to the lower end of the auger motor 9 and is rotationally driven by the motor 9.
11は圧入装置で前記リーダ6に固着したブラケット1
2と、該ブラケット12には摺動可能にしてピン13等
の固着手段により必要に応じて固着される複数本のガイ
ドバー14.14が貫挿されており、かつ油圧ジヤツキ
15がピストン杆16を下方に突出すように装着されて
いる。Reference numeral 11 denotes a bracket 1 fixed to the leader 6 by a press-fitting device.
2, a plurality of guide bars 14, 14 are slidably inserted into the bracket 12 and fixed as necessary by fixing means such as pins 13, and a hydraulic jack 15 is inserted into the piston rod 16. It is attached so that it protrudes downward.
17は鋼板等の矢板支持体で、前記ブラケット12の下
方に配設され、ピストン杆16の先端部に上部を連結ピ
ン18等で連結し、かつ中央部に前記アースオーガー1
0を貫通するためのアースオーガー案内筒19を装着し
ている。Reference numeral 17 denotes a sheet pile support such as a steel plate, which is disposed below the bracket 12, whose upper part is connected to the tip of the piston rod 16 with a connecting pin 18, etc., and in which the earth auger 1 is connected to the center part.
An earth auger guide tube 19 for penetrating the ground auger is attached.
20は矢板貫挿用開孔で前記案内筒19の外側に矢板A
が上・下方向に貫通すると共に、該開孔の内側に受台2
1を外側に押圧部材22が装着されている。Reference numeral 20 denotes an opening for inserting the sheet pile A into the guide tube 19.
penetrates upward and downward, and a pedestal 2 is placed inside the opening.
A pressing member 22 is mounted on the outer side of 1.
22.23はガイドバー貫通孔で前記ガイドバー14.
14が貫挿されている。Reference numerals 22 and 23 denote guide bar through holes, which are connected to the guide bar 14.
14 is penetrated.
24は反力台で前記矢板支持体17の下方に位置し、前
記アースオーガー10貫通用の孔を開設すると共に、ガ
イドバー14.14の下端部にピン25等の適宜の手段
で装着されている。A reaction force table 24 is located below the sheet pile support 17, has a hole for passing through the earth auger 10, and is attached to the lower end of the guide bar 14.14 by a suitable means such as a pin 25. There is.
26は矢板支持体17と反力台24とを連結する連結ピ
ンで矢板支持体下端に突出したブラケットと反力台上部
に突出したブラケットを互にピン着したものであるが、
ブラケットを介さず、ガイドバー14.14と矢板支持
体とを固着すること等、矢板支持体と反力台とを連結す
る他の手段を用いても同効で゛ある。26 is a connecting pin that connects the sheet pile support 17 and the reaction force table 24, and the bracket protruding from the lower end of the sheet pile support and the bracket protruding from the upper part of the reaction force table are pinned to each other.
The same effect can be obtained by using other means for connecting the sheet pile support and the reaction platform, such as fixing the guide bar 14.14 and the sheet pile support without using a bracket.
この考案は以上の如き構成であり、先ず、矢板貫挿用開
口20の受台21と押圧部材22との間に鋼板等の矢板
Aを挿入し、押圧部材22により挾持する。This invention has the above-mentioned configuration. First, the sheet pile A, such as a steel plate, is inserted between the pedestal 21 of the sheet pile insertion opening 20 and the pressing member 22, and the sheet pile A is clamped by the pressing member 22.
次にオーガーモータ9を作動させ、回転と送りの掛った
アースオーガー10により矢板埋設位置近傍に縦穴を掘
進する。Next, the auger motor 9 is operated, and the earth auger 10, which is rotated and fed, excavates a vertical hole in the vicinity of the sheet pile burial position.
縦穴の掘進と共にジヤツキ15を作動させ、挟持した矢
板Aの地中への埋設を開始する。As the vertical hole is dug, the jack 15 is operated to start burying the clamped sheet pile A into the ground.
地中に押込まれる矢板Aは予め縦穴が掘進されているた
め比較的小さい押圧力で地中に押込まれる。The sheet pile A to be pushed into the ground has a vertical hole drilled in advance, so it is pushed into the ground with a relatively small pressing force.
ジヤツキ15のストロークだけ矢板Aが埋設されると押
圧部材22を作動し、矢板Aの挟持を開放し、ジヤツキ
15を収縮作動して矢板支持体17を上昇させ、再び矢
板Aを挟持し、前記と同様の操作で矢板Aの埋設を繰返
す。When the sheet pile A is buried by the stroke of the jack 15, the pressing member 22 is actuated to release the sheet pile A, the jack 15 is contracted and the sheet pile support 17 is raised, and the sheet pile A is held again. Repeat the burying of sheet pile A in the same manner as above.
(ブラケット11と反力台24との間を矢板支持体17
が往復動する。(The sheet pile support 17 is connected between the bracket 11 and the reaction table 24.
moves back and forth.
)このようにして矢板Aの埋設を完了するとアースオー
ガー10を逆回転し掘出した土砂を縦穴に埋め戻す。) When the burying of the sheet pile A is completed in this way, the earth auger 10 is rotated in the reverse direction and the excavated earth and sand is backfilled into the vertical hole.
最初の矢板埋設が完了すると矢板埋設機1を1ピツチ移
動し、次の矢板の埋設も前記と同様の工程で行なうが、
2枚目以降の矢板埋設には必要に応じ反力台24と先行
埋設矢板とを連結することにより、埋設反力を埋設機自
重に加え先埋設矢板に負担させることが可能である。When the first sheet pile burying is completed, the sheet pile burying machine 1 is moved one pitch, and the next sheet pile is buried in the same process as above.
When burying the second and subsequent sheet piles, by connecting the reaction force table 24 and the previously buried sheet pile as necessary, it is possible to add the burying reaction force to the own weight of the burying machine and to make the previously buried sheet pile bear the burden.
以上の埋設工程は従来の無振動埋設装置と同様であるが
、この考案によれば、圧入装置11のブラケット12に
ガイドバー14.14を摺動可能にして、必要に応じ固
定可能に嵌挿しているので、矢板埋設時にはブラケット
12にガイドレール14.14を固定し、ジヤツキ15
の作動により矢板支持体17を下降させ矢板の埋設を行
なうが、埋設機搬送時には、フ゛ラケット12と力゛イ
ドバー14.14との固定を解除すると共に、矢板支持
体と反力台とを矢板支持体17と反力台24にそれぞれ
装着したブラケットをピン26により互に連結酸はガイ
ドバー14.14と矢板支持体17とをピン等で固定す
ることにより、矢板支持体17と反力台24とが相対的
に移動しないように連結し、ジヤツキ15を上昇動作さ
せることにより反力台24をブラケット12側に引上げ
る。The above-mentioned embedding process is the same as that of the conventional vibration-free embedding device, but according to this invention, the guide bar 14, 14 is made slidable on the bracket 12 of the press-fitting device 11, and is inserted and inserted so that it can be fixed as necessary. Therefore, when burying the sheet piles, the guide rails 14 and 14 are fixed to the brackets 12, and the jacks 15 are fixed.
The sheet pile support 17 is lowered to bury the sheet pile by the operation of The brackets attached to the body 17 and the reaction force table 24 are connected to each other by a pin 26. By fixing the guide bar 14.14 and the sheet pile support 17 with pins, etc., the sheet pile support 17 and the reaction force table 24 are connected to each other by a pin 26. are connected so that they do not move relative to each other, and the reaction force table 24 is pulled up toward the bracket 12 by raising the jack 15.
以上述べた如く、この考案によれば、矢板埋設時には反
力台を最下位置に固定し、矢板埋設を行なうので矢板圧
入残を極力少くすることが可能であり、かつ埋設機の搬
送時には、リーダ全体を移動させることなく反力台のみ
を引上げることによって反力台が゛走行の障害となるの
を防止できるから、リーダを分解することなくトレーラ
−等への自刃搭載が可能である。As described above, according to this invention, when burying a sheet pile, the reaction table is fixed at the lowest position and the sheet pile is buried, so it is possible to minimize the amount of sheet piles left after being pressed in, and when transporting the burying machine, By pulling up only the reaction table without moving the entire leader, it is possible to prevent the reaction table from becoming an obstacle to travel, so it is possible to mount the self-blade on a trailer or the like without disassembling the leader.
第1図は従来埋設機のトレーラ搭載状態図、第2図はこ
の考案の矢板埋設機の側面図、第3図はこの考案の圧入
装置部の一部切截側面図、第4図は第3図のIV−線に
沿う断面図である。
6:リーダ、10:アースオーガー、12ニブラケツト
、15:ジヤツキ、16:ピストン杆、17:矢板支持
体、24:反力台。Fig. 1 is a diagram of a conventional burying machine mounted on a trailer, Fig. 2 is a side view of the sheet pile burying machine of this invention, Fig. 3 is a partially cutaway side view of the press-in device of this invention, and Fig. 4 is a side view of the sheet pile burying machine of this invention. FIG. 4 is a sectional view taken along line IV- in FIG. 3; 6: leader, 10: earth auger, 12 nib bracket, 15: jack, 16: piston rod, 17: sheet pile support, 24: reaction force table.
Claims (1)
ヤツキを装着し、該ジヤツキと矢板支持体とを連結した
矢板埋設機において、リーダに固着されたブラケットに
、該ブラケットを貫挿し、かつピン等の固定手段により
固定可能なガイドバーを装着し該ガイドバーの下端部に
反力台を装着すると共に、ブラケットと反力台との間に
ガイドバーに沿い摺動可能な矢板支持体を配設し、かつ
反力台と矢板支持体とを互に連結可能とし、ブラケット
とガイドバーとの固定を解除し、反力台と矢板支持体と
を連結してジヤツキを操作することにより、ブラケット
と反力台との間隔を調整可能にしたことを特徴とす、る
矢板埋設機。In a sheet pile burying machine in which an earth auger is attached, a jack is attached to the leader via a bracket, and the jack and the sheet pile support are connected, the bracket is inserted through the bracket fixed to the leader, and a pin etc. A guide bar that can be fixed by a fixing means is attached, a reaction force table is attached to the lower end of the guide bar, and a sheet pile support that is slidable along the guide bar is arranged between the bracket and the reaction force table. , the reaction table and the sheet pile support can be connected to each other, the bracket and the guide bar are unfixed, the reaction table and the sheet pile support are connected, and the jack is operated to connect the bracket and the sheet pile support. A sheet pile burying machine that is characterized by being able to adjust the distance between it and the force table.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1978096198U JPS5817797Y2 (en) | 1978-07-14 | 1978-07-14 | Sheet pile burying machine |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1978096198U JPS5817797Y2 (en) | 1978-07-14 | 1978-07-14 | Sheet pile burying machine |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS5513277U JPS5513277U (en) | 1980-01-28 |
JPS5817797Y2 true JPS5817797Y2 (en) | 1983-04-11 |
Family
ID=29029859
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1978096198U Expired JPS5817797Y2 (en) | 1978-07-14 | 1978-07-14 | Sheet pile burying machine |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5817797Y2 (en) |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS566505U (en) * | 1979-06-26 | 1981-01-21 |
-
1978
- 1978-07-14 JP JP1978096198U patent/JPS5817797Y2/en not_active Expired
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS566505U (en) * | 1979-06-26 | 1981-01-21 |
Also Published As
Publication number | Publication date |
---|---|
JPS5513277U (en) | 1980-01-28 |
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