JPS58195634A - Treatment of broken object by bucket - Google Patents

Treatment of broken object by bucket

Info

Publication number
JPS58195634A
JPS58195634A JP10482982A JP10482982A JPS58195634A JP S58195634 A JPS58195634 A JP S58195634A JP 10482982 A JP10482982 A JP 10482982A JP 10482982 A JP10482982 A JP 10482982A JP S58195634 A JPS58195634 A JP S58195634A
Authority
JP
Japan
Prior art keywords
packet
crushing member
bucket
broken
hydraulic cylinder
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.)
Granted
Application number
JP10482982A
Other languages
Japanese (ja)
Other versions
JPS5947098B2 (en
Inventor
Moriharu Takeda
守治 武田
Takeo Anraku
安楽 武夫
Koichi Nishii
西井 宏一
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.)
OKADA AIYON KK
Original Assignee
OKADA AIYON KK
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 OKADA AIYON KK filed Critical OKADA AIYON KK
Priority to JP10482982A priority Critical patent/JPS5947098B2/en
Publication of JPS58195634A publication Critical patent/JPS58195634A/en
Publication of JPS5947098B2 publication Critical patent/JPS5947098B2/en
Expired legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F3/00Dredgers; Soil-shifting machines
    • E02F3/04Dredgers; Soil-shifting machines mechanically-driven
    • E02F3/28Dredgers; Soil-shifting machines mechanically-driven with digging tools mounted on a dipper- or bucket-arm, i.e. there is either one arm or a pair of arms, e.g. dippers, buckets
    • E02F3/36Component parts
    • E02F3/40Dippers; Buckets ; Grab devices, e.g. manufacturing processes for buckets, form, geometry or material of buckets

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Working Measures On Existing Buildindgs (AREA)
  • Crushing And Grinding (AREA)
  • Shovels (AREA)

Abstract

PURPOSE:To rapidly treat broken objects by a bucket by a method in which a breaker is rotatably attached to a box-type bucket body having an opening on its front side, and objects are broken into small pieces between the breaker and the bucket body by extending or contracting an liquid-pressure cylinder. CONSTITUTION:When the liquid-pressure cylinder 18 of a bucket 2 mounted on a power shovel or back hoe is extended, a breaker 16 is turned and objects are broken into small pieces by compressive force and shearing force between a fixed bit 32 and a movable bit 34. After the breaking work, the liquid-pressure cylinder 18 is contracted and broken objects are loaded on a truck, etc., by the bucket 2. Thus, breaking concrete structures or coal, loading the broken objects, and excavation can be attained simply by mounting the bucket 2 on a construction machine.

Description

【発明の詳細な説明】 本発明は、パケットによって被破砕物を迅速に処理する
方法に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for rapidly processing materials to be shredded using packets.

コンクリート構造体の解体や路面舗装層の剥離まだは採
石場における岩石破砕などは、従来ブレーカのようにパ
ワーショベルに搭載した小割機で行ない、被破砕物の積
込みにはトラクター/ヨベルやパケットドーザなどを用
いることが多い。このような作業現場は一般に狭くて不
便な場所が多く、各種の建設機械を運転して位置換えす
る際に支障を生じたり、接触事故などが発生して危険で
もある。このために1台のパワーショベルニ小割機とパ
ケットを交互に搭載するならば、小割機による破砕後に
直接廃棄や再利用するには大きすぎるコンクリート片ま
たは破砕岩石が積込み時に発見されて、パワーショベル
に再び小割機を取付ける作業を要して作業が迅速に進行
しない恐れがある。不便な作業現場においてかなりの重
量の小割機とパケットを付替えることは、意外に時間を
要するうえに思わぬ事故を起すことにもなりやすい。
Demolition of concrete structures, peeling of road pavement layers, and crushing of rocks in quarries are carried out using a crusher mounted on a power shovel like a conventional breaker, and a tractor/yover or packet dozer is used to load the materials to be crushed. etc. are often used. Such work sites are generally small and inconvenient, and are dangerous as they may cause problems when operating and repositioning various construction machines, and may cause collisions. For this purpose, if one power shovelni shredding machine and packets are loaded alternately, concrete pieces or crushed rocks that are too large to be directly disposed of or reused after being shredded by the shredding machine are discovered during loading. The work may not proceed quickly as it will be necessary to reinstall the splitter on the power shovel. Replacing packets with a heavy-duty splitter at an inconvenient work site is surprisingly time-consuming and can easily lead to unexpected accidents.

本発明は、コンクリート解体または岩石破砕に蘭する前
記の問題を改善するために提案されたものである。した
がって本発明の目的は、パケットを交換することなく小
割り作業および掘削や積込み作業を行なって被破砕物を
迅速に処理する方法を提供することである。
The present invention has been proposed to improve the aforementioned problems associated with concrete demolition or rock crushing. SUMMARY OF THE INVENTION Accordingly, it is an object of the present invention to provide a method for quickly processing materials to be crushed by performing subdivision operations, excavation and loading operations without replacing packets.

本発明で用いるパケットにおいて、パケット本体は前方
部が開口したほぼ箱型の形状を有1−1それ自体として
は公知の形状である。破砕部材は、一般に後方部をパケ
ット本体に回動自在に枢着し、所定の横幅を有しかつ側
面形状はほぼL字形、三角形捷たけ直線状のいずれであ
ってもよい。1だ液圧シリンダは、後端をパケット本体
に枢着し、該シリンダのピストンロッドを破砕部材に枢
着する。破砕部材および液圧シリンダは、通常パケット
本体の両側壁と平行に設置し、パケット本体の前面から
見てその縦中央寸たは一方の側壁に近接粂 させて配置すればよい。このシ(ケラトを搭載する11
′:、、、・: 建設機械は、アームとブームを□有するショベル系台車
であると好寸しく、たよえはパワーショベルやバックホ
ーなどである。破砕部材を駆動する液圧シリンダの液圧
源は、パワーショベルなとのショベル系掘削機のそれと
併用すると作業上便利であるO 次に本発明を図面によって説明すると、第1図にはパケ
ット2を搭載したパワーショベル4を示シ、該パワーシ
ョベルはアーム6およ上ブーム8を有する。パワーショ
ベル4のアーム先端fr((、q−?よひパケットリン
ク10を、パケット2のブラケット部12に軸着すれば
取付は可能である。パケット2の具体的形状は第2図お
よび第3図に示し、該パケットは、前方が開口したほぼ
箱型のパケット本体14と、該パケット本体の両イ[1
す壁15,15と平行に設置した破砕部材16および液
圧シリンダ18とを備えている。平板状の平行ブラケッ
ト部12112は;パケット本体4の上方壁20上、;
L に固着し、各フッケラト部に1対のビン孔22゜22金
設ける。−くケラト本体14にはその下方壁−L。
In the packet used in the present invention, the packet main body has a substantially box-like shape with an open front portion, which is a well-known shape for the packet 1-1 itself. The crushing member generally has its rear portion pivotably attached to the packet body, has a predetermined width, and has a side surface shape that may be approximately L-shaped or triangularly shaped. A hydraulic cylinder has a rear end pivotally connected to the packet body and a piston rod of the cylinder pivotally connected to the crushing member. The crushing member and the hydraulic cylinder are usually installed parallel to both side walls of the packet body, and may be disposed close to the longitudinal center dimension or one side wall when viewed from the front of the packet body. This ship (11 equipped with Kerato)
′:、、、・: The construction machine is preferably a shovel-type truck with an arm and a boom, and is suitable for use as a power shovel or backhoe. The hydraulic pressure source of the hydraulic cylinder that drives the crushing member is convenient for work when used in combination with that of an excavator type excavator such as a power shovel. The power shovel 4 is shown equipped with an arm 6 and an upper boom 8. Attachment is possible by pivoting the packet link 10 to the bracket part 12 of the packet 2.The specific shape of the packet 2 is shown in FIGS. 2 and 3. As shown in FIG.
The crushing member 16 and the hydraulic cylinder 18 are provided in parallel with the walls 15, 15. The flat parallel bracket portion 12112 is; on the upper wall 20 of the packet body 4;
L, and each hookerato part is provided with a pair of 22° 22k gold holes. - The cerato main body 14 has its lower wall -L.

24の挿中央に切゛込み26を形成しく2g3図参照入
該切込み内に肉厚の破砕部材16を配置する。破砕部材
16はほぼL字形の側面形状を有し、該破砕部材の水平
部16aの外周面は静止時においてパケット本体14の
下方壁24の外周面と一致する。第3図に示すように、
破砕部材16はほぼT字形の平面形状を有し、パケット
本体14から突出した前方部16bの横幅はパケット本
体体14のそれと同一であると好ましい。破砕部材の前
方部161)は、静止時においてパケット本体14の下
方壁24の前方に位置し、該前方部の前縁(lCは所定
間隔おいて三角形横断面である複数個のくい込み歯28
を固着する。パケット本体14は1だ、その上方壁20
の内側坤中央にケーシング30を有し、該ケーシングの
外面前方に固定ビット部32を下向きに突出させると好
ましい。同定ビット部32に対1芯させて、可動ビット
部34は破砕部材16の内面前方に上向きに突出させる
と好ましい。
A notch 26 is formed in the center of the insertion center of 24, and a thick crushing member 16 is placed within the notch (see Figure 2g3). The crushing member 16 has a substantially L-shaped side profile, and the outer circumferential surface of the horizontal portion 16a of the crushing member coincides with the outer circumferential surface of the lower wall 24 of the packet body 14 when at rest. As shown in Figure 3,
The crushing member 16 preferably has a substantially T-shaped planar shape, and the width of the front portion 16b protruding from the packet body 14 is preferably the same as that of the packet body 14. The front part 161) of the crushing member is located in front of the lower wall 24 of the packet body 14 when it is at rest, and the front edge of the front part (LC is a plurality of biting teeth 28 having a triangular cross section at predetermined intervals).
to fix. The packet body 14 is 1, its upper wall 20
It is preferable to have a casing 30 at the center of the inner side of the casing, and to have a fixed bit part 32 projecting downward from the front of the outer surface of the casing. It is preferable that the movable bit part 34 is arranged in pairs with the identification bit part 32 and protrudes upward from the inner surface of the crushing member 16 .

液圧シリンダ18は、はぼ水平の状態でケーシング30
内に収納し、該シリンダのチューブ後端をパケット本体
14に軸着する。液圧シリンダ18のピストンロッド3
6は、ピン38によって破砕部材18の垂直部18Cの
上端部に枢着する。パケット本体14内の後方において
、ケーシング30の後方突出部内に破砕部材16をピン
40によって回動自在に取付け、該ピンの位置は破砕部
材の水平部16aと垂直部160との間の屈曲部分であ
る。しだがって、破砕部材の垂直部16Cはケーシング
30内に位置し、該ケーシングの両側壁間においてパケ
ット本体14の後方壁は開口しているため、垂直部16
0Fi第2図の左方向へ回動可能である。
The hydraulic cylinder 18 is placed in the casing 30 in a nearly horizontal state.
The rear end of the tube of the cylinder is pivoted to the packet body 14. Piston rod 3 of hydraulic cylinder 18
6 is pivotally attached to the upper end of the vertical portion 18C of the crushing member 18 by a pin 38. At the rear of the packet body 14, the crushing member 16 is rotatably attached within the rear protrusion of the casing 30 by a pin 40, and the pin is located at a bent portion between the horizontal portion 16a and the vertical portion 160 of the crushing member. be. Therefore, the vertical portion 16C of the crushing member is located inside the casing 30, and the rear wall of the packet body 14 is open between both side walls of the casing.
0Fi It can be rotated to the left in Fig. 2.

第4図および第5図はパケットの変形例を示し、パケッ
ト42は、前方部が開口したほぼ箱型のパケット本体4
4と、該パケット本体の両側壁45゜45と平行に設置
した破砕部材46および液圧シリンダ48とから々る。
4 and 5 show modified examples of the packet, in which the packet 42 has a substantially box-shaped packet main body 4 with an opening at the front.
4, a crushing member 46 and a hydraulic cylinder 48 installed parallel to both side walls 45° 45 of the packet body.

1対のビン孔50,50を設けたブラケット部52,5
2は、パケット本体44に対して縦方向に平行に配置し
、該パケット本体の上方から上方壁54を経て該パケッ
ト本体体の内中央まで延びている。平行ブラケッ)部5
’2゜52間において、パケット本体44の上方壁54
は開口し、そこに液圧シリンダ48を配置して、そのチ
ューブ後端部をピン56によって該ブラケット部の後方
」一部に枢着する。破砕部材46は、その11111而
形状がほぼ三角形であり、その幅は両プラケット部52
,52の間隔よりもわずかに狭くする(第5図参照)。
Bracket parts 52, 5 provided with a pair of bottle holes 50, 50
2 is arranged vertically parallel to the packet body 44 and extends from above the packet body through the upper wall 54 to the inner center of the packet body. Parallel bracket) part 5
'2°52, the upper wall 54 of the packet body 44
is open, a hydraulic cylinder 48 is disposed therein, and the rear end of the tube is pivotally connected to the rear portion of the bracket portion by means of a pin 56. The crushing member 46 is approximately triangular in shape and has a width equal to that of both placket portions 52.
, 52 (see Figure 5).

破砕部材46の後端部はピン58によってブラケット部
52の下方部に枢着し、ピン58の位置は/ことえばパ
ケット本体44の内部側面のほぼ中央である。液圧シリ
ンダ48のピストンロッド60は、ピン62によって破
砕部材46の前方上端部に枢着する。捷だ破砕部材46
の前方下端部fd、下方に突出して可動ビット部64を
構成する。パケット本体44の後方壁66および下方壁
68の樽中央には、ブラケット部52゜52の間隔とほ
ぼ等しい幅の肉厚部70を形成し、該肉厚部の内面前方
において行動ビット部64と対応させて固定ビット部7
2を、上方へ突出させると好41〜い。下方壁68の前
線は、パケット本体−占。
The rear end of the crushing member 46 is pivotally connected to the lower part of the bracket part 52 by a pin 58, the position of the pin 58 being approximately in the middle of the inner side of the packet body 44. A piston rod 60 of the hydraulic cylinder 48 is pivotally connected to the upper front end of the crushing member 46 by a pin 62 . Shattered crushing member 46
The lower front end fd of the movable bit part 64 protrudes downward. At the center of the barrel of the rear wall 66 and the lower wall 68 of the packet body 44, a thick wall portion 70 having a width approximately equal to the interval between the bracket portions 52° 52 is formed, and in front of the inner surface of the thick wall portion, the action bit portion 64 and the wall portion 70 are formed. Corresponding fixed bit part 7
It is preferable if 2 is made to protrude upward. The front of the lower wall 68 is the packet body.

44から前方へ突出l〜、該前縁に所定間隔おいて複数
個のくい込み歯74を固着する。
44, and a plurality of biting teeth 74 are fixed to the front edge thereof at predetermined intervals.

パケット2を搭載したパワーショベル4は、第1図では
クローラ式であるけれども、走行体を公知のようなホイ
ール式やトラック式K して線動性をより高くしてもよ
い。またこのパケット2を搭載する建設機イ戒は、アー
ムとブームを有する/ヨベル系台車であれば、公知のよ
うなパワーショベルやバックホーなどのいずれでもよい
。パケット2で土木作業を行なう際には、パワーショベ
ル4で所定の作業現場まで移動させた後に、ブレーカや
発破などによって荒割りした被破砕物をさらに小割りす
るか、または比較的小型で薄いコンクリート構造体や舗
装層々どの場合には直接小割りして17まう。この際に
は、パケット2で被破砕物をすくいJIVるか、まだは
パケット本体14を被破砕物にかぶせてから□、液圧シ
リンダ18を伸縮作動して破砕部材1d゛とパケット本
体14の壁面との;:) 間で被破砕物を小割りする。すなわち成田/リン、・:
、 ダを伸長すると1.、””、j!、、、、、、’、、*
砕部材は第2図1−たけ第4図の二点鎖線の位置1で回
動して、固定ビット部と可動ビット部との間で被破砕物
を主として圧縮力とせん断力の付与によって小割りする
。小割り作業が完了すると、液圧シリンダを縮小作動し
て破砕部材を第2図または第4図の実線位置で静止し7
ておき、パケット2で小割り後の被破砕物をトラックな
どに積込めばよい。積込み作業時に太きすぎる被破砕物
が出現すれば、液圧シリンダ18を再び伸縮作動して破
砕部材16でこの被破砕物を小割りしてから、パケット
2による積込み作業を再開すればよい。またパケット2
による掘削作業時にも、破砕部材は第2図または第4図
の実線位置で静止しておく。掘削作業時にコンクリート
材などの小突起物が現れてパケット2が動かなくなれば
、パケット本体14をこの突起物にかぶせて破砕部材1
6で破砕すれば、掘削作業を容易に完了することができ
る。
Although the power shovel 4 on which the packet 2 is mounted is of a crawler type in FIG. 1, the running body may be of a known wheel type or track type to improve linearity. Further, the construction machine Ikai on which this packet 2 is mounted may be any well-known power shovel or backhoe as long as it has an arm and a boom. When carrying out civil engineering work using Packet 2, after moving the material to the designated work site using the power shovel 4, the material to be crushed that has been roughly cracked using a breaker or blasting device is further broken into smaller pieces, or relatively small and thin concrete pieces are In any case, the structure or pavement layer is directly divided into 17 pieces. In this case, either scoop the object to be crushed with the packet 2, or cover the object to be crushed with the packet body 14, and then operate the hydraulic cylinder 18 to extend and retract the crushing member 1d'' and the packet body 14. Divide the material to be crushed into smaller pieces between the wall and the wall. In other words, Narita/Rin...
, When we expand Da, we get 1. ,””,j! ,,,,,,',,*
The crushing member rotates at position 1 indicated by the two-dot chain line in Figure 2 and Figure 4, and crushes the object to be crushed between the fixed bit part and the movable bit part mainly by applying compressive force and shear force. divide. When the small-splitting work is completed, the hydraulic cylinder is compressed to stop the crushing member at the solid line position shown in Figure 2 or Figure 4.
Then, the material to be crushed after being divided into small pieces using packet 2 may be loaded onto a truck or the like. If an object to be crushed that is too thick appears during the loading operation, the hydraulic cylinder 18 is telescopically operated again to break the object into small pieces with the crushing member 16, and then the loading operation using the packets 2 can be resumed. Also packet 2
During excavation work, the crushing member remains stationary at the solid line position in FIG. 2 or 4. If a small protrusion such as a concrete material appears during excavation work and the packet 2 becomes stuck, the packet body 14 is placed over the protrusion and the crushing member 1 is removed.
6, the excavation work can be easily completed.

第6図においてパワーショベル76に搭載シたパケット
77は、第4図に示すパケット42と同様の機能を有し
、パケット本体78と破砕部材80および液圧シリンダ
82とを備えている。パケット本体78の上方壁土には
、平行ブラケット部84を固着し、両ブラケット部にお
いてパワーショベル76のアーム先端部およびパケット
リンクをそれぞれ軸着する。第4図のパケット42と同
様に、破砕部材80はパケット本体78の内部で枢着し
、かつ液圧シリンダ82のチューブ後4 部にパケット
本体体78の後方上部に枢着し、さらに該シリンダのピ
ストンロッドを破砕部材80の前方下端部に枢着する。
The packet 77 mounted on the power shovel 76 in FIG. 6 has the same function as the packet 42 shown in FIG. 4, and includes a packet main body 78, a crushing member 80, and a hydraulic cylinder 82. A parallel bracket part 84 is fixed to the upper wall of the packet main body 78, and the arm tip of the power shovel 76 and the packet link are respectively pivotally attached to both bracket parts. Similar to the packet 42 of FIG. 4, the crushing member 80 is pivotally mounted within the packet body 78 and is pivotally mounted at the rear upper portion of the packet body 78 to the rear tube portion of the hydraulic cylinder 82, and A piston rod is pivotally connected to the lower front end of the crushing member 80.

また、破砕部材80の前方下端部が可動ビット部86を
構成し、パケット本体78の下方壁前方において可動ビ
ット部86と対応させて固定ビット部88を突出させる
。パケット77による小割り作業時において、被破砕物
が第6図に示すような薄いコンクリート構造体90の場
合には、前述したようにパケット本体78を構造体90
にかぶせてから、液圧シリンダ82を伸縮作動して破砕
部材80で小割りすればよい。また被破砕物が路面舗装
層の場合には、パケット77ですくい取るように配置し
てから破砕部材80で小割りすればよい。この後に、前
記と同様に積込み作業または掘削作業を行なえばよい。
Further, the lower front end portion of the crushing member 80 constitutes a movable bit portion 86, and a fixed bit portion 88 is made to protrude in correspondence with the movable bit portion 86 in front of the lower wall of the packet body 78. When the object to be crushed is a thin concrete structure 90 as shown in FIG.
After covering it, the hydraulic cylinder 82 is expanded and contracted to break it into pieces with the crushing member 80. If the object to be crushed is a road pavement layer, it may be scooped out with the packet 77 and then divided into small pieces with the crushing member 80. After this, loading work or excavation work may be performed in the same manner as described above.

本発明方法によると、1台の建設機械にバケツトを搭載
するだけでコンクリート構造体や岩石の小割りならびに
積込みや掘削が可能となって、不便な場所における各棟
の建設機械の位置換えによる支障を回避し、接触事故な
ども低減化して安全に々りしかも機種設備費などの点で
も有利である。
According to the method of the present invention, by simply installing a bucket on a single construction machine, it becomes possible to divide concrete structures and rocks into small pieces, as well as load and excavate them. It is safer because it avoids collisions and reduces contact accidents, and it is also advantageous in terms of machine equipment costs.

また本発明方法では、ブレーカのような小割磯捷ン’c
は発破などで破砕した岩石やコノクリート片に大きすぎ
るものが残っていても、積込み作業と同時に小割りでき
るため、別個にクラッシャを配備したりまたは建設機械
に再度小割機を取付ける8傅がなく、臨時の小割り作業
の介在によって被破砕物の処理が遅れることがない。そ
して積込むべき岩石やコンクリート片をほは一定の大き
さに小さくすることも、大型の小割機に比べて容易に行
なうことができるので、従来廃棄していた破砕コンクリ
ート片を建築の基礎材斬やバラスの代用品として再利用
したり、または9.、所定の処理場に直接、11 廃棄することもできる。本発萌方法における掘削作業時
に、コンクリート片などの突起物が出現したり路面舗装
層などが存在していても、掘削作業を中断することなし
に突起物や舗装層を破砕して、迅速な掘削作業を達成で
きるという利点もある。
In addition, in the method of the present invention, small breakers such as breakers are used.
Even if there are rocks or conocrete fragments that are too large after being crushed by blasting, they can be broken into small pieces at the same time as loading, so there is no need to install a separate crusher or reinstall the crusher on the construction machine. Therefore, there is no delay in processing the materials to be crushed due to the intervention of temporary subdivision work. In addition, it is easier to reduce the rock and concrete pieces to a certain size than with a large crusher, so crushed concrete pieces that were previously discarded can be used as foundation material for construction. Reuse it as a substitute for Zan or Barasu, or 9. It is also possible to dispose of the waste directly to a designated treatment plant. Even if protrusions such as concrete pieces appear or a road surface pavement layer is present during excavation work using this sprouting method, the protrusions and pavement layer can be crushed without interrupting the excavation work, resulting in rapid operation. It also has the advantage of being able to accomplish excavation work.

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

101図は本発明で用いるパケットをパワーショベルに
搭載した状態を示す側面図、第2図および第3図は本発
明で用いるパケットの概略側面図と概略正面図、第4図
および第5図はパケットの変・形例を示す概略側面図と
概略正面図、第6図は第4四のパケットと同様の機能を
有するパケットをパワー/ジベルとともに示す側面図で
ある。 2・・・パケット、4・・・パワーショベル、6・アー
ム、8・・・ブーム、10・・・パケットリンク、12
゜12・・・ブラケット部、14・・・バクット本体、
16・・・破砕部材、18・・・液圧ンリンダ、32・
・・同定ビット部、34・・・可動ビット部、36・・
・ピストンロッド。 □ 出r、sx人″)オカダ撃岩機株式会社代理人 弁理士
  神崎 彰夫
FIG. 101 is a side view showing the packet used in the present invention mounted on a power shovel, FIGS. 2 and 3 are schematic side views and front views of the packet used in the present invention, and FIGS. 4 and 5 are schematic side views of the packet used in the present invention. A schematic side view and a schematic front view showing variations and shapes of the packet, and FIG. 6 is a side view showing a packet having the same function as the 44th packet together with power/gibel. 2...Packet, 4...Power shovel, 6.Arm, 8...Boom, 10...Packet link, 12
゜12...Bracket part, 14...Bakut body,
16... Crushing member, 18... Hydraulic pressure cylinder, 32...
...Identification bit part, 34...Movable bit part, 36...
・Piston rod. □ Akio Kanzaki, Patent Attorney, Patent Attorney, Okada Gekiwaki Co., Ltd.

Claims (1)

【特許請求の範囲】 1、 前方部が開口したほぼ箱型のパケット本体に破砕
部材を回動自在に枢着しているパケットを用いて、アー
ムとブームを有するショベル系台車にパケットを搭載し
て、該パケットを交換することなく被破砕物を小割りな
らびに掘削や積込みによって処理し、小割り作業時には
液圧シリンダを伸縮作動して破砕部材とパケット本体の
壁面との間で被破砕物を小割りし、かつ掘削または積込
み作業時で小割り作業をしない場合には液圧シリンダを
介して破砕部材を静止しておくことを特徴とするパケッ
トによる被破砕物の処理方法。 2、破砕部材を駆動する液圧シリンダはパワーショベル
の液圧源を利用し、パケット本体を被破砕物にかぶせて
小割りできることを特徴とする特許請求の範囲第1項に
記載の方法。
[Claims] 1. Using a packet in which a crushing member is pivotally attached to a substantially box-shaped packet body with an open front part, the packet is mounted on a shovel-type truck having an arm and a boom. The material to be shredded can be processed by dividing, excavating, and loading the material without replacing the packet, and during the dividing operation, the hydraulic cylinder is operated to expand and contract to separate the material between the crushing member and the wall of the packet body. A method for processing a material to be crushed using a packet, which is characterized in that the crushing member is kept stationary via a hydraulic cylinder when not being divided into small pieces during excavation or loading work. 2. The method according to claim 1, wherein the hydraulic cylinder for driving the crushing member utilizes a hydraulic pressure source of a power shovel, and the packet body can be placed over the object to be crushed to break it into small pieces.
JP10482982A 1982-06-17 1982-06-17 Method for processing crushed materials using a bucket with a crushing device inside Expired JPS5947098B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10482982A JPS5947098B2 (en) 1982-06-17 1982-06-17 Method for processing crushed materials using a bucket with a crushing device inside

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10482982A JPS5947098B2 (en) 1982-06-17 1982-06-17 Method for processing crushed materials using a bucket with a crushing device inside

Publications (2)

Publication Number Publication Date
JPS58195634A true JPS58195634A (en) 1983-11-14
JPS5947098B2 JPS5947098B2 (en) 1984-11-16

Family

ID=14391266

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10482982A Expired JPS5947098B2 (en) 1982-06-17 1982-06-17 Method for processing crushed materials using a bucket with a crushing device inside

Country Status (1)

Country Link
JP (1) JPS5947098B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20150275467A1 (en) * 2012-10-08 2015-10-01 Spadeblade Pty Ltd Excavator bucket
KR102615136B1 (en) * 2023-04-13 2023-12-20 주식회사 신창 Crusher combination bucket

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20150275467A1 (en) * 2012-10-08 2015-10-01 Spadeblade Pty Ltd Excavator bucket
US9957688B2 (en) * 2012-10-08 2018-05-01 Spadeblade Pty Ltd Excavator bucket
KR102615136B1 (en) * 2023-04-13 2023-12-20 주식회사 신창 Crusher combination bucket

Also Published As

Publication number Publication date
JPS5947098B2 (en) 1984-11-16

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