JPH033634Y2 - - Google Patents

Info

Publication number
JPH033634Y2
JPH033634Y2 JP1984087928U JP8792884U JPH033634Y2 JP H033634 Y2 JPH033634 Y2 JP H033634Y2 JP 1984087928 U JP1984087928 U JP 1984087928U JP 8792884 U JP8792884 U JP 8792884U JP H033634 Y2 JPH033634 Y2 JP H033634Y2
Authority
JP
Japan
Prior art keywords
suction pipe
boulders
blade
excavator
crushing
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
Application number
JP1984087928U
Other languages
Japanese (ja)
Other versions
JPH0242939U (en
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 filed Critical
Priority to JP1984087928U priority Critical patent/JPH033634Y2/ja
Publication of JPH0242939U publication Critical patent/JPH0242939U/ja
Application granted granted Critical
Publication of JPH033634Y2 publication Critical patent/JPH033634Y2/ja
Expired legal-status Critical Current

Links

Landscapes

  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、安定液との混入状態で掘削土砂を吸
引排出する吸引管の先端側に、駆動回転自在に掘
削刃体を取付けた掘削機に関する。
[Detailed description of the invention] [Field of industrial application] The invention is an excavator in which a rotatably driven excavator blade is attached to the tip of a suction pipe that suctions and discharges excavated soil mixed with a stabilizing liquid. Regarding.

〔従来の技術〕[Conventional technology]

上記掘削機は、順次連続的に下降させるだけで
地中穴を掘削でき、クラムシエルの場合のように
掘削土砂の排出のために昇降を繰り辺さずに済
み、土砂排出のための昇降に要する時間を省略で
きた工期が大幅に短縮でき、地下連続壁構築のよ
うな深い地中穴を掘削する場合にその作業能率を
大幅に向上できる利点があり、また、N値が50を
越えるような硬質地盤でも良好に掘削できる利点
がある。
The above-mentioned excavator can excavate underground holes by simply lowering it one after another, and there is no need to repeatedly raise and lower it to discharge the excavated soil, unlike in the case of Clam Ciel. This has the advantage that the construction period can be significantly shortened by saving time, and the work efficiency can be greatly improved when excavating deep underground holes such as those for constructing underground continuous walls. It has the advantage of being able to excavate well even in hard ground.

しかしながら、旧河川の地盤であるとか、河口
の埋立地などのように、掘削土砂中に玉石が混在
している虞のある箇所で掘削する場合に、吸込管
内径以上の大きさの玉石が混在していると、それ
を吸込管の吸い込むことができないために、一旦
掘削機を引上げた後、バケツトで玉石を引上げな
いと掘削できない欠点があり、また、玉石が吸込
管内に入り込んで詰まり、掘削機を引上げてから
吸込管を分解して玉石を除去しなければならない
など、掘削地盤の性状によつては、かえつて作業
能率を低下する欠点があつた。
However, when excavating in places where there is a risk that cobbles may be mixed in the excavated soil, such as on the ground of an old river or a reclaimed land at the mouth of an estuary, cobbles larger than the inner diameter of the suction pipe may be mixed in. If this is done, the boulders cannot be sucked into the suction pipe, so once the excavator has been pulled up, the boulders cannot be excavated unless the boulders are pulled up with a bucket.Also, the boulders can get into the suction pipe and become clogged, making it difficult to excavate. Depending on the nature of the excavated ground, this method had the disadvantage of lowering work efficiency, such as having to disassemble the suction pipe and remove boulders after pulling the machine up.

そこで、特開昭54−5201号公報のように、リバ
ースパイプとそれに嵌挿された非回転リバースパ
イプとの相対回転により玉石を破砕するようにし
たものが従来知られている。
Therefore, as disclosed in Japanese Patent Application Laid-Open No. 54-5201, a device is known in which boulders are crushed by the relative rotation of a reverse pipe and a non-rotating reverse pipe fitted therein.

しかし、前記従来技術によるときは、リバース
パイプを非回転リバースパイプとの相対回転によ
り玉石を破砕するため、リバースパイプや非回転
リバースパイプの先端への玉石の掛りが悪く、特
に玉石が丸い等、表面が滑らかなものである場
合、リバースパイプや非回転リバースパイプの先
端から玉石が逃げ易くて、玉石の破砕に確実性を
欠くものであつた。
However, when using the above-mentioned conventional technology, since the boulders are crushed by relative rotation of the reverse pipe with the non-rotating reverse pipe, the boulders are not easily caught on the tip of the reverse pipe or the non-rotating reverse pipe, and in particular, the cobbles are round, etc. When the surface is smooth, the boulders tend to escape from the tip of the reverse pipe or non-rotating reverse pipe, making it difficult to crush the boulders reliably.

〔考案が解決しようとする問題点〕[Problem that the invention attempts to solve]

本考案は、上記の点に鑑み、設定以上の大きさ
の玉石が混在している地盤であつても、玉石を確
実に破砕して良好に掘削できる掘削機を提供しよ
うとするものである。
In view of the above points, the present invention aims to provide an excavator that can reliably crush the cobblestones and excavate well even in the ground where cobblestones larger than the specified size are mixed.

〔問題点を解決するための手段〕[Means for solving problems]

本考案による掘削機の特徴構成は、前記掘削刃
体の先端部と前記吸込管との間に、互いに相対遠
近移動自在で接近移動で玉石を噛砕く複数の破砕
用刃部とそれらを相対遠近移動させる駆動手段と
を備えた砕石装置を付設してある点にある。
The excavator according to the present invention is characterized in that a plurality of crushing blades are provided between the tip of the excavating blade and the suction pipe, and are movable relative to each other and close to each other to crush boulders; The stone crushing device is equipped with a driving means for moving the stone.

〔作用〕[Effect]

つまり、掘削刃体によつて掘削された土砂中に
所定以上の大きさの玉石が混在していても、それ
ら玉石を、吸込管の吸引される前に砕石装置で破
砕し、その後に吸込管に吸引ささせていくのであ
る。しかも、砕石装置として、複数の破砕用刃部
同士を接近移動することにより玉石を噛砕くもの
を設けてあるため、たとえ、表面が滑らかな玉石
であつても、破砕用刃部同士の接近移動によりそ
の破砕用刃部が玉石に噛付いて玉石を逃すことが
なく、玉石の破砕を確実、強力に行なうことがで
きる。
In other words, even if there are cobblestones larger than a specified size mixed in the earth and sand excavated by the excavation blade, the cobblestones are crushed by the stone crusher before they are sucked into the suction pipe, and then In other words, it attracts people to the world. Moreover, since the stone crushing device is equipped with a device that crushes cobblestone by moving multiple crushing blades close to each other, even if the surface of the cobblestone is smooth, the crushing blades move close to each other. This prevents the crushing blade portion from biting into the cobblestone and causing the cobblestone to escape, making it possible to reliably and powerfully crush the cobblestone.

〔効果〕〔effect〕

したがつて、掘削土砂中に玉石が混在している
虞のある地盤であつても、玉石を確実に破砕して
玉石の詰まりといつた支障をきたすこと無く、良
好に掘削でき、掘削地盤の性状いかんにかかわら
ず掘削できる汎用性の高い掘削機を提供できるよ
うになつた。
Therefore, even in the ground where there is a possibility that cobbles may be mixed in the excavated soil, the cobbles can be reliably crushed and excavated without causing problems such as clogging of the cobbles, and the excavated ground can be properly excavated. We are now able to provide a highly versatile excavator that can excavate regardless of the condition.

〔実施例〕〔Example〕

以下、本考案の実施例を例示図に基いて詳述す
る。
Hereinafter, embodiments of the present invention will be described in detail with reference to illustrative drawings.

左右一対のガイドプレート1,1にわたつてト
ランスミツシヨンギヤケース2が設けられ、前記
トランスミツシヨンギヤケース2に、左右ガイド
プレート1,1の対向方向に並ぶとともに鉛直向
き軸芯周りで回転自在に、上側の第1掘削刃体3
…と下側の第2掘削刃体4,4とが設けられ、第
1及び第2掘削刃体3,4に2個の電動モータ
5,5から動力をトランスミツシヨンギヤケース
2を介して伝達するように構成され、かつ、第1
掘削刃体3…夫々に吸込管6が接続されるととも
に、それら吸込管6…が1本のリバースパイプ7
に接続され、ワイヤー8を介して吊下げ下降する
に伴い、ペントナイト液などの安定液との混入状
態で掘削土砂を吸引排出しながら地下連続壁形成
などのための地中穴を掘削形成していくように掘
削機が構成されている。
A transmission gear case 2 is provided across the pair of left and right guide plates 1, 1, and is arranged in the transmission gear case 2 in the opposing direction of the left and right guide plates 1, 1 and is rotatable around a vertical axis. Upper first excavation blade 3
... and lower second excavating blade bodies 4, 4, and power is transmitted from two electric motors 5, 5 to the first and second excavating blade bodies 3, 4 via the transmission gear case 2. and the first
A suction pipe 6 is connected to each of the excavation blade bodies 3, and the suction pipes 6 are connected to one reverse pipe 7.
As the excavated earth and sand are sucked and discharged mixed with a stable liquid such as pentonite liquid as the excavated soil is suspended and lowered via a wire 8, an underground hole is excavated for forming an underground continuous wall, etc. The excavator is configured to move.

図中9…はサイドカツタであり、第1掘削刃体
3…ならびに第2掘削刃体4,4夫々の隣り合う
回転軸芯間の左右両側夫々に設けられ、長方形状
の掘削穴における長辺部分が平面視で直線になる
ように構成されている。
9 in the figure is a side cutter, which is provided on both the left and right sides between the adjacent rotation axes of the first excavation blade 3 and the second excavation blade 4, 4, and is a long side cutter in a rectangular excavation hole. is configured to be a straight line in plan view.

吸込管6の先端側管部分6aが剛性筒で構成さ
れるとともに、その先端側管部分6aが吸込管6
にスイベルジヨイント10を介して接続され、か
つ、先端側管部分6aが密閉ケーシング11にベ
アリング12,12を介して回転自在に取付けら
れ、ケーシング11内において先端側管部分6a
にリングギヤ13が取付けられるとともに、前記
ギヤケース2に連動連結された伝動ギヤ14が前
記リングギヤ13に咬合されている。
The distal end pipe portion 6a of the suction pipe 6 is constituted by a rigid cylinder, and the distal end pipe portion 6a is the suction pipe 6.
The distal side tube portion 6a is rotatably attached to the sealed casing 11 via bearings 12, 12, and the distal side tube portion 6a is connected to the closed casing 11 via a swivel joint 10.
A ring gear 13 is attached to the ring gear 13, and a transmission gear 14 interlocked with the gear case 2 is engaged with the ring gear 13.

前記第1掘削刃体3…夫々は、それの回転軸芯
周りに分散配置した複数のビツト3a…で構成さ
れ、各ビツト3a…の夫々は、前記先端側管部分
6aの取付けられたブラケツト15に、水平向き
軸芯周りで揺動自在に枢支連結されている。詳述
すると、前記ビツト3a…は、前記水平向き軸芯
周りでの揺動により、前記回転軸芯を挟んで対向
する他のビツト3a…に対して遠近移動するもの
である。
Each of the first excavating blade bodies 3 is composed of a plurality of bits 3a distributed around its rotation axis, and each of the bits 3a is connected to a bracket 15 to which the tip side pipe portion 6a is attached. It is pivotally connected to be able to swing freely around a horizontal axis. To be more specific, the bits 3a move toward and away from other bits 3a facing each other across the rotational axis by swinging around the horizontal axis.

前記第1掘削刃体3…の先端部と前記吸込管6
との間には、掘削土砂中に混在していた吸込管6
に吸引されようとする所定以上の大きさの玉石な
どの破砕するための砕石装置18が設けられてい
る。
The tip of the first excavating blade 3 and the suction pipe 6
There is a suction pipe 6 mixed in the excavated soil between
A stone crushing device 18 is provided for crushing boulders of a predetermined size or larger that are about to be sucked into the stone.

前記砕石装置18は、前記ビツト3a…夫々の
うち他のビツト3aに回転軸芯を挟んで対向する
箇所に破砕用刃部17を固定連設し、駆動手段を
設けて構成されている。
The stone crushing device 18 is constructed by having a crushing blade 17 fixedly connected to each of the bits 3a at a location facing the other bit 3a across the rotation axis, and provided with a driving means.

前記破砕用刃部17は、ビツト3a…の揺動で
互いに遠近移動するものであつて、接近移動によ
り玉石を噛砕くものである。
The crushing blades 17 move toward and away from each other by the swinging of the bits 3a, and crush the boulders by moving toward each other.

前記駆動手段は、前記破砕用刃部17を遠近移
動させる手段である。具体的には、前記ビツト3
a…夫々と先端側管部分6aとに単動式油圧シリ
ンダ16を介在し、前記ケーシング11内に油圧
ポンプと制御弁などから成る油圧ユニツト19を
設け、この油圧ユニツト19と前記油圧シリンダ
16とを接続するロータリジヨイト20を設け、
もつて、油圧ユニツト19から油圧シリンダ16
に圧油を給排することにより、鉛直向き軸芯周り
で駆動回転している状態のビツト3a…を駆動往
復揺動するように構成されている。
The driving means is a means for moving the crushing blade section 17 away and away. Specifically, the bit 3
a... A single-acting hydraulic cylinder 16 is interposed between each and the tip side pipe portion 6a, and a hydraulic unit 19 consisting of a hydraulic pump, a control valve, etc. is provided in the casing 11, and this hydraulic unit 19 and the hydraulic cylinder 16 are connected to each other. A rotary joint 20 is provided to connect the
Then, from the hydraulic unit 19 to the hydraulic cylinder 16
By supplying and discharging pressure oil to and from the bits 3a and 3a, the bits 3a, which are being driven and rotated around the vertical axis, are driven to swing back and forth.

第4図および第5図は他の実施例を示し、吸込
管6の先端に下向き開口ケーシング21が取付け
られるとともに、そのケーシング21の下部に、
三叉状の上下支持フレーム22,23とベアリン
グ24,24を介して第1掘削刃体3が回転自在
に取付けられている。
4 and 5 show another embodiment, in which a downward opening casing 21 is attached to the tip of the suction pipe 6, and at the bottom of the casing 21,
The first excavating blade body 3 is rotatably attached via trident-shaped upper and lower support frames 22 and 23 and bearings 24 and 24.

その第1掘削刃体3と吸込管6との間には、玉
石を噛砕く破砕用刃部として、左右一対づつ、か
つ、上下に並べてケーシング21に軸架された破
砕用歯車25,25,26,26を備えた砕石装
置18が設けられている。そして、第5図に示す
ように、前記ギヤケース2から突設の出力軸27
に、上側歯車25,25の回転軸28,28夫々
に第1ベベルギア式伝動機構29を介して連動連
結され第1伝動軸30が第2ベベルギヤ式伝動機
構31を介して連動連結され、そして、上側歯車
25,25の回転軸28,28と下側歯車26,
26の回転軸32,32のうち、水平方向で互い
に同じ側に位置するものどうしがチエーン式伝動
機構33を介して連動連結され、更に、下側歯車
26,26の回転軸32,32の一方に第8ベベ
ルギヤ式伝動機構34を介して第2伝動軸35が
連動連結され、その第2伝動軸35を第1掘削刃
体3の駆動軸36とがギヤ式伝動機構37を介し
て連動連結されて、前記破砕用歯車25,25,
26,26及び第1掘削刃体3を駆動する手段が
構成されている。上記駆動のための伝動系はその
全体がシール状態でカバーにより覆われている。
Between the first excavation blade 3 and the suction pipe 6, crushing gears 25, 25, which serve as crushing blades for crushing boulders, are arranged in pairs on the left and right, arranged vertically, and mounted on the casing 21. A stone crushing device 18 is provided with 26,26. As shown in FIG. 5, an output shaft 27 protruding from the gear case 2
A first transmission shaft 30 is interlocked and connected to the rotating shafts 28 and 28 of the upper gears 25 and 25, respectively, via a first bevel gear type transmission mechanism 29, and a first transmission shaft 30 is interlocked and connected via a second bevel gear type transmission mechanism 31. The rotation shafts 28, 28 of the upper gears 25, 25 and the lower gear 26,
Of the 26 rotating shafts 32, 32, those located on the same side in the horizontal direction are interlocked and connected via a chain type transmission mechanism 33, and furthermore, one of the rotating shafts 32, 32 of the lower gears 26, 26 A second transmission shaft 35 is interlocked and connected via an eighth bevel gear type transmission mechanism 34, and the second transmission shaft 35 is interlocked and connected to a drive shaft 36 of the first excavation blade body 3 via a gear type transmission mechanism 37. and the crushing gears 25, 25,
26, 26 and means for driving the first excavating blade body 3 are configured. The entire drive transmission system is covered with a cover in a sealed state.

本考案としては、第2掘削刃体4,4に対して
吸込管6と砕石装置18を付設するものでも良
い。
According to the present invention, a suction pipe 6 and a stone crushing device 18 may be attached to the second excavating blade bodies 4, 4.

また本考案としては、上記二実施例の砕石装置
18,18を組合わせるものでも良い。
Furthermore, the present invention may be a combination of the stone crushing devices 18, 18 of the two embodiments described above.

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

第1図は要部の一部切欠正面図、第2図は全体
概略正面図、第3図は第2図の側面図、第4図は
他の実施例を示す要部の一部切欠正面図、第5図
は他の実施例の要部の概略斜視図である。 3……掘削刃体、6……吸込管、18……砕石
装置。
Fig. 1 is a partially cutaway front view of the main part, Fig. 2 is an overall schematic front view, Fig. 3 is a side view of Fig. 2, and Fig. 4 is a partially cutaway front view of the main part showing another embodiment. FIG. 5 is a schematic perspective view of the main parts of another embodiment. 3... Excavation blade body, 6... Suction pipe, 18... Stone crushing device.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 安定液との混入状態で掘削土砂を吸引排出する
吸込管6の先端側に、駆動回転自在に掘削刃体3
…を取付けた掘削機であつて、前記掘削刃体3…
の先端部と前記吸込管6との間に、互いに相対遠
近移動自在で接近移動で玉石を噛砕く複数の破砕
用刃部とそれらを相対遠近移動させる駆動手段と
を備えた砕石装置18を付設してある掘削機。
An excavation blade 3 is rotatably mounted on the tip side of a suction pipe 6 that sucks and discharges excavated soil mixed with a stabilizing liquid.
... is an excavator equipped with the excavating blade body 3...
A stone crushing device 18 is attached between the tip of the blade and the suction pipe 6, which is equipped with a plurality of crushing blades that are movable relative to each other and that crush boulders by moving close to each other, and a driving means that moves them relatively close and far. excavator.
JP1984087928U 1984-06-12 1984-06-12 Expired JPH033634Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1984087928U JPH033634Y2 (en) 1984-06-12 1984-06-12

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1984087928U JPH033634Y2 (en) 1984-06-12 1984-06-12

Publications (2)

Publication Number Publication Date
JPH0242939U JPH0242939U (en) 1990-03-26
JPH033634Y2 true JPH033634Y2 (en) 1991-01-30

Family

ID=31312515

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1984087928U Expired JPH033634Y2 (en) 1984-06-12 1984-06-12

Country Status (1)

Country Link
JP (1) JPH033634Y2 (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS545201A (en) * 1977-06-15 1979-01-16 Fujikoshi Kk Pressure balanced variable vane pump

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS545201A (en) * 1977-06-15 1979-01-16 Fujikoshi Kk Pressure balanced variable vane pump

Also Published As

Publication number Publication date
JPH0242939U (en) 1990-03-26

Similar Documents

Publication Publication Date Title
CN110939168A (en) Irrigation canals and ditches excavation device for agricultural machine
CN2913468Y (en) Grappling bucket body for weighted underground sequential wall
JPH033634Y2 (en)
KR101999189B1 (en) Driving method
JP3022435B2 (en) Drilling rig
CN221422077U (en) Small-size irrigation canals and ditches dredging equipment
JP3940681B2 (en) Rectangular cross-section excavator
JP3042002U (en) Underground ground improvement device with co-rotation prevention
JP2004019407A (en) Drilling device for embedding concrete pile
JP2872498B2 (en) Dredging equipment
JPH01102130A (en) Sand bag production equipment
JPH08260508A (en) Drilling unit of underground continuous wall, etc.
JP3891293B2 (en) Tunnel backfill equipment
JPH0612596U (en) Horseshoe shield machine
JPH0497019A (en) Trencher for constructing underground continous wall
US3421235A (en) Excavating machine
CN216640727U (en) Foundation soil loosening device for earth excavation
CN213087910U (en) Civil engineering construction is with stake hole excavating equipment
CN212405175U (en) Casing pipe construction equipment for all-casing secant pile
CN114108727B (en) Reamer special for cutter suction dredger of engineering ship
JPH01146018A (en) Method and apparatus for trenching ground
JPH0442503B2 (en)
JP3004267B1 (en) Drilling rig
JP3332759B2 (en) Sediment intake device for underwater work machine
KR100451962B1 (en) Series of wall structure method and device