JPS5898529A - Lock bucket of power shovel - Google Patents
Lock bucket of power shovelInfo
- Publication number
- JPS5898529A JPS5898529A JP19512881A JP19512881A JPS5898529A JP S5898529 A JPS5898529 A JP S5898529A JP 19512881 A JP19512881 A JP 19512881A JP 19512881 A JP19512881 A JP 19512881A JP S5898529 A JPS5898529 A JP S5898529A
- Authority
- JP
- Japan
- Prior art keywords
- packet
- bottom plate
- reinforcing
- plate
- excavation
- 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.)
- Pending
Links
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 22
- 238000005452 bending Methods 0.000 claims abstract description 5
- 238000009412 basement excavation Methods 0.000 claims description 24
- 230000005540 biological transmission Effects 0.000 claims 1
- 238000000034 method Methods 0.000 abstract 1
- 210000000078 claw Anatomy 0.000 description 15
- 239000002689 soil Substances 0.000 description 5
- 230000002787 reinforcement Effects 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- 230000001154 acute effect Effects 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 239000012779 reinforcing material Substances 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 210000003371 toe Anatomy 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F3/00—Dredgers; Soil-shifting machines
- E02F3/04—Dredgers; Soil-shifting machines mechanically-driven
- E02F3/28—Dredgers; 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
- E02F3/36—Component parts
- E02F3/40—Dippers; Buckets ; Grab devices, e.g. manufacturing processes for buckets, form, geometry or material of buckets
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F9/00—Component parts of dredgers or soil-shifting machines, not restricted to one of the kinds covered by groups E02F3/00 - E02F7/00
- E02F9/28—Small metalwork for digging elements, e.g. teeth scraper bits
- E02F9/2808—Teeth
- E02F9/2816—Mountings therefor
- E02F9/2833—Retaining means, e.g. pins
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Shovels (AREA)
- Component Parts Of Construction Machinery (AREA)
Abstract
Description
【発明の詳細な説明】
本発明は凍土などを掘削するパワーショベル用ロックパ
ケットに関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a lock packet for use with a power shovel for excavating frozen soil or the like.
従来このようなロックパケットは、円弧状彎曲板部分の
前後に夫々傾斜板部分を備える彎曲底板の両側を夫々側
壁板で塞いでなる)くワーショベル用パケットの前部傾
斜板部分前端に、両側の掘削爪と、これより爪先が突出
する大形の中央掘削爪とを夫々固着して、パケット内中
央に断面積の大きい無垢の補強梁を彎曲底板に沿い前後
縦通して固着するのを普通とする。このため該補強梁に
よってパケット容量が減少するのみならず、ノ(ケラト
内底部に泥が粘着して益々パケット容量を減少するため
、1掘削操作当りの凍土掘削量が著しく少なくなって、
掘削効率を低下していた。この欠点を無くするため、断
面積の大きい補強梁をパケット外側に突出固着すると、
掘削抵抗が著しく増大して通常のパワーショベルでは使
用困難である。Conventionally, such a lock packet consists of a curved bottom plate having inclined plate parts at the front and rear of an arcuate curved plate part, and each side of which is closed by a side wall plate. It is common practice to fix two digging claws and a large central digging claw whose toes protrude from these, and to fix a solid reinforcing beam with a large cross-sectional area in the center of the packet by running it longitudinally along the curved bottom plate. shall be. For this reason, not only does the reinforcing beam reduce the packet capacity, but also the mud sticks to the bottom of the kerato, further reducing the packet capacity, resulting in a significant reduction in the amount of frozen soil excavated per one excavation operation.
Excavation efficiency was reduced. In order to eliminate this drawback, if a reinforcing beam with a large cross-sectional area is fixed to the outside of the packet,
Excavation resistance increases significantly, making it difficult to use with a regular power shovel.
本発明はこの問題に対処するもので、前部傾斜板部分の
前縁を山形に形成して、該山形の頂部とその両側底部と
に夫々掘削爪を、該各掘削爪の後面が掘削片をパケット
内に案内する略同一平面上に位置するように平行に突出
固着し、山形頂部側の掘削爪への掘削負荷による曲げモ
ーメントを後部のパケット支持部分に伝達する補強枠を
形成するように、パケット開口部附近の彎曲底板と側壁
板に厚板部分を設けると共に、前記掘削負荷による剪断
力のパケット支持部分への分散伝達可能に彎曲底板に補
強条を溶着したことを特徴とする。The present invention deals with this problem by forming the front edge of the front inclined plate portion into a chevron shape, and providing excavation claws at the top and both bottoms of the chevron, respectively, and the rear surface of each of the excavation claws being an excavation piece. are fixed and protruded in parallel so as to be positioned on substantially the same plane that guides them into the packet, so as to form a reinforcing frame that transmits the bending moment due to the excavation load to the excavation claw on the top side of the chevron to the rear packet support part. The present invention is characterized in that a thick plate portion is provided on the curved bottom plate and side wall plate near the packet opening, and reinforcing strips are welded to the curved bottom plate so that the shearing force due to the excavation load can be distributed and transmitted to the packet supporting portion.
以下本発明の一実施例を図について説明する。An embodiment of the present invention will be described below with reference to the drawings.
1は円弧状彎曲板部分(イ)の前後に夫々傾斜板部分(
ロ)、(ハ)を備える内面の平滑な彎曲底板で、その両
側には夫々内面の平滑な側壁板2が溶着される。1 has inclined plate parts (
A curved bottom plate with a smooth inner surface is provided with (b) and (c), and side wall plates 2 with a smooth inner surface are welded to both sides of the bottom plate, respectively.
前部傾斜板部分(ロ)の前半部は前縁を山形Mに形成し
た略六角形状の厚板部分1aに形成し、又後部傾斜板部
分(/つは略厚板部分1bに形成して、前後の厚板部分
1a、Ib間を側壁板2の上部を形成する厚板部分2a
で一体に固着連結し、該厚板部分によシ補強枠を形成す
る。The front half of the front inclined plate part (b) is formed into a substantially hexagonal thick plate part 1a with a front edge formed in a chevron M, and the rear inclined plate part (/ is formed into a substantially thick plate part 1b). , a thick plate portion 2a forming the upper part of the side wall plate 2 between the front and rear thick plate portions 1a and Ib.
are fixedly connected together, and a reinforcing frame is formed by the thick plate portion.
厚板部分1aの山形Mの頂部と底部には夫々掘削爪取付
具3,4が溶着され、該掘削爪取付具6゜4には夫々掘
削爪5,6が交換可能に取付けられる。掘削爪5,6は
厚板部分1aと小鋭角(10〜15度が好ましい)をな
して該厚板部分よシパケット外側へ平行に突出するが、
厚板部分1aの前縁が山形Mをなすため、該山形頂部側
の中央掘削爪5は該山形底部側の両側掘削爪6よシ爪先
が大きく突出し、しかも該両掘削爪5,6の後面5a。Excavation pawl attachments 3 and 4 are welded to the top and bottom of the chevron M of the thick plate portion 1a, respectively, and excavation pawls 5 and 6 are replaceably attached to the excavation pawl attachments 6.4, respectively. The digging claws 5 and 6 form a small acute angle (preferably 10 to 15 degrees) with the thick plate portion 1a and project parallel to the thick plate portion to the outside of the packet,
Since the front edge of the thick plate portion 1a forms a chevron M, the tip of the central excavating claw 5 on the top side of the chevron protrudes more than the both digging claws 6 on the bottom side of the chevron, and the rear surface of both digging claws 5, 6 5a.
6aは掘削片をパケット内に案内する略同一平面上に位
置する。6a is located substantially on the same plane that guides the cuttings into the packet.
又両側の厚板部分2aの前端部附近には若干前方に傾斜
した掘削爪取付具7が左右対称的に溶着され、該掘削爪
取付具7には掘削爪8が交換可能に取付けられる。掘削
爪8は厚板部分2aと小銃角をなして該厚板部分よ)パ
ケット外側へ突出するが、該掘削爪8の外側面8aは側
壁板2と略平行にするのがよい。尚厚板部分1aの前縁
と掘削爪8前後における厚板部分2aの側線は図示のよ
うに刃状に尖らしておくのがよい。Further, near the front ends of the thick plate portions 2a on both sides, excavation pawl attachments 7 slightly forwardly inclined are symmetrically welded, and an excavation pawl 8 is attached to the excavation pawl attachments 7 in a replaceable manner. The excavating pawl 8 forms a rifle angle with the thick plate portion 2a and protrudes outward from the packet, but the outer surface 8a of the excavating pawl 8 is preferably substantially parallel to the side wall plate 2. It is preferable that the front edge of the thick plate portion 1a and the side lines of the thick plate portion 2a before and after the excavating claw 8 be sharpened into blade shapes as shown in the figure.
後部のパケット支持部分は、両側の側壁板2゜2の延長
部分間に溶着した上下の梁状補強材9゜10を夫々彎曲
底板1の外面に溶着し、該梁状補強材と彎曲底板外面に
溶着した両側の取付ブラケット1.1.11に夫々パワ
ーショベルのアーム12先端への連結ビン孔11&と、
パケット回動リンク16の連結ビン孔11bを設けてな
る。彎曲底板1の外面には厚板部分1a、2aの外面よ
シ外側に突出しない補強条1c、1d、1eを左右対称
配置で厚板部分1aよシ略パケット支持部分まで彎曲底
板1に沿いパケット外側に溶着する。尚14はパケット
内後部の角隅に溶着した補強ブラケットである。The rear packet support part is constructed by welding upper and lower beam-like reinforcing members 9゜10, which are welded between the extensions of the side wall plates 2゜2 on both sides, to the outer surface of the curved bottom plate 1, and connecting the beam-like reinforcing materials and the outer surface of the curved bottom plate. The mounting brackets 1.1.11 on both sides welded to the respective connecting pin holes 11& to the tip of the arm 12 of the power shovel,
A connecting bottle hole 11b for the packet rotation link 16 is provided. On the outer surface of the curved bottom plate 1, reinforcing strips 1c, 1d, and 1e that do not protrude outward from the outer surfaces of the thick plate portions 1a and 2a are arranged symmetrically along the curved bottom plate 1 from the thick plate portion 1a to the packet support portion. Welded on the outside. Note that 14 is a reinforcing bracket welded to the rear corner of the packet.
図中15はクローラ走行装置16上に旋回自在に取付け
たパワーショベルの旋回台、17は該旋回台15上に枢
架18されて、ブームシリンハ9によシ俯仰されるブー
ムを示し、該プーム17の先端に枢架20されてアーム
シリンダ21によシ回動されるアーム12の先端に本発
明パケット22が枢架26され、パケット回動リンク1
6と協同するリンク24を介してパケットシリンダ25
によシパケット22が回動されることは従前同様である
。In the figure, reference numeral 15 indicates a swivel base of the power shovel that is rotatably mounted on the crawler traveling device 16, and 17 indicates a boom that is pivoted 18 on the swivel base 15 and is lifted up and down by the boom cylinder 9. The packet 22 of the present invention is pivoted 26 at the tip of the arm 12 which is pivoted 20 at the tip of the arm cylinder 21 and rotated by the arm cylinder 21.
packet cylinder 25 via link 24 cooperating with 6
The rotation of the packet 22 is the same as before.
凍土のような硬質地盤Gを掘削する場合は、プーム枢架
軸18或いはアーム枢架軸20を回動中心として、該枢
架軸よシ先のパワーショベル腕部を一体として回動させ
ることにより、掘削爪5゜6.8を該地盤G或いはG′
に第4図及び第6図のように食い込ませる。この場合先
行する中央掘削爪5が地盤に食い込む際、その後面5a
による掘削土塊の掻寄せ作用によって拡げられる地盤の
割れ目に後続の両側掘削爪6が食い込むと共に、両側の
掘削爪8が掻寄せられる掘削土塊の両端を切断するから
、掘削片は円滑にパケット22内に誘導される。When excavating hard ground G such as frozen ground, by rotating the power shovel arm at the tip of the poom pivot shaft 18 or the arm pivot shaft 20 as a unit around the pivot shaft 18 or the arm pivot shaft 20. , the excavation claw 5°6.8 is attached to the ground G or G'
4 and 6. In this case, when the leading central digging claw 5 bites into the ground, the rear surface 5a
Since the subsequent digging claws 6 on both sides bite into the cracks in the ground that are widened by the raking action of the excavated soil mass, and the excavation claws 8 on both sides cut both ends of the excavated soil mass, the excavated pieces are smoothly inserted into the packet 22. be guided by.
本発明においては、中央掘削爪5が先行して地盤Gに食
い込む際に該中央掘削爪にかかる掘削負荷による曲げモ
ーメントは主として補強枠(1a2a、1b)を介して
パケット支持部分(9,10゜11)に伝達され、又前
部厚板部分1aに作用する剪断力は主として補強条1c
、1d、1eを備える彎曲底板1の薄板部分を介して該
パケット支持部分に分散伝達されるから、パケットの薄
板構成部分による曲げ剛性の増大作用と相俟って、零下
数十度の極寒地における脆性破壊に充分耐えることがで
き、しかも従来型ロックパケットのように断面積大なる
補強梁によって実質上パケット容量が減少する恐れも無
ければ、パケット掘削抵抗が著しく増大する恐れも無い
効果がある。In the present invention, when the central excavating pawl 5 digs into the ground G in advance, the bending moment due to the excavation load applied to the central excavating pawl is mainly transmitted to the packet support portion (9, 10°) through the reinforcing frame (1a2a, 1b). 11), and the shearing force acting on the front thick plate portion 1a is mainly transmitted to the reinforcing strip 1c.
, 1d, and 1e are distributed to the packet support portion through the thin plate portion of the curved bottom plate 1, and together with the increasing bending rigidity of the thin plate component of the packet, It has the advantage that it can sufficiently withstand brittle fracture in the conventional rock packet, and there is no risk that the packet capacity will be substantially reduced due to reinforcement beams with a large cross-sectional area, and there is no risk that the packet excavation resistance will increase significantly. .
尚図示実施例において、補強枠を形成する厚板部分と補
強条をパケット外側に突出させたのは、パケット内壁を
平滑化して該パケット内壁への泥の粘着を可及的に防ぎ
、しかも掘削時におけるパケット外面と凍土との摩擦抵
抗を減少するためでおる。In the illustrated embodiment, the thick plate portion and reinforcing strips forming the reinforcing frame are made to protrude outside the packet to smooth the inner wall of the packet and prevent mud from adhering to the inner wall of the packet as much as possible. This is to reduce the frictional resistance between the outer surface of the packet and the frozen soil.
第1図は側面図、第2図はその平面図、第3図は第1図
のA矢視図、第4図は掘削時における縦断側面図、第5
図は第4図のB−B断面図、第6図は掘削状態を示す側
面図である。
1・・・彎曲底板、1a、1b・・・厚板部分、1c。
1d、1e・・・補強条、2・・・側壁板、2a・・・
厚板部分、5,6・・・掘削爪、(9,10,11)・
・・パケット支持部分。
−tLIL
十 47
+611]Fig. 1 is a side view, Fig. 2 is a plan view, Fig. 3 is a view taken in the direction of arrow A in Fig. 1, Fig. 4 is a longitudinal side view during excavation, Fig. 5
The figures are a sectional view taken along the line BB in FIG. 4, and FIG. 6 is a side view showing the excavation state. 1... Curved bottom plate, 1a, 1b... Thick plate portion, 1c. 1d, 1e... Reinforcement strip, 2... Side wall plate, 2a...
Thick plate part, 5, 6...Drilling claw, (9, 10, 11)
...Packet support part. -tLIL 10 47 +611]
Claims (3)
備える彎曲底板の両側を夫々側壁板で塞いだパワーショ
ベル用パケットにおいて、前部傾斜板部分の前縁を山形
に形成して、該山形の頂部とその両側底部とに夫々掘削
爪を、該各掘削爪の後面が掘削片をパケット内に案内す
る略同一平面上に位置するように平行に突出固着し、山
形頂部側の掘削爪への掘削負荷による曲はモーメントを
後部のパケット支持部分に伝達する補強枠を形成するよ
うに、パケット開口部附近の彎曲底板と側壁板に厚板部
分を設けると共に、前記掘削負荷による剪断力のパケッ
ト支持部分への分散伝達可能に彎曲底板に補強条を溶着
したことを特徴とするパワーショベルのロックパケット
。(1) In a power shovel packet in which both sides of a curved bottom plate are closed with side wall plates, the front edge of the front inclined plate part is formed into a chevron shape, and the front edge of the front inclined plate part is formed into a chevron shape. Excavation pawls are fixed to the top of the chevron and the bottoms of both sides thereof, protruding parallel to each other so that the rear surfaces of the respective digging pawls are located on substantially the same plane that guides the excavated pieces into the packet, and the digging pawls on the top side of the chevron are fixed. In order to form a reinforcing frame that transmits the bending moment caused by the excavation load to the rear packet support part, a thick plate part is provided on the curved bottom plate and side wall plate near the packet opening, and the shear force due to the excavation load is A lock packet for a power shovel characterized by reinforcing strips welded to a curved bottom plate to enable distributed transmission to the packet support portion.
する厚板部分と補強条をパケット外側に突出させた特許
請求の範囲第(1)項記載のノ(ワーショベルのロック
パケット。(2) A lock packet for a shovel according to claim (1), wherein a thick plate portion forming a reinforcing frame and reinforcing strips are made to protrude outside the packet so as to smooth the inner wall of the packet.
許請求の範囲第(1)項或いは第(2)項記載のノ(ワ
ーショベルのロックパケット0(3) A lock packet 0 for a work shovel according to claim 1 or 2, wherein the thick plate portion at the front end of the curved bottom plate has a substantially hexagonal shape.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP19512881A JPS5898529A (en) | 1981-12-05 | 1981-12-05 | Lock bucket of power shovel |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP19512881A JPS5898529A (en) | 1981-12-05 | 1981-12-05 | Lock bucket of power shovel |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS5898529A true JPS5898529A (en) | 1983-06-11 |
Family
ID=16335947
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP19512881A Pending JPS5898529A (en) | 1981-12-05 | 1981-12-05 | Lock bucket of power shovel |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5898529A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6140452U (en) * | 1984-08-13 | 1986-03-14 | 日立建機株式会社 | Ritsupa Bucket |
JPS627456U (en) * | 1985-06-27 | 1987-01-17 | ||
US8069593B2 (en) * | 2008-01-17 | 2011-12-06 | Caterpillar Inc. | Excavator bucket top assembly |
JP2019120087A (en) * | 2018-01-10 | 2019-07-22 | 日立建機株式会社 | Clamshell bucket |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5637005U (en) * | 1979-08-30 | 1981-04-09 |
-
1981
- 1981-12-05 JP JP19512881A patent/JPS5898529A/en active Pending
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5637005U (en) * | 1979-08-30 | 1981-04-09 |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6140452U (en) * | 1984-08-13 | 1986-03-14 | 日立建機株式会社 | Ritsupa Bucket |
JPS627456U (en) * | 1985-06-27 | 1987-01-17 | ||
US8069593B2 (en) * | 2008-01-17 | 2011-12-06 | Caterpillar Inc. | Excavator bucket top assembly |
JP2019120087A (en) * | 2018-01-10 | 2019-07-22 | 日立建機株式会社 | Clamshell bucket |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US5992062A (en) | High penetration bucket arrangement | |
US4038766A (en) | Excavator bucket ripper tool | |
US7191553B2 (en) | Ditch digging bucket | |
US7739815B2 (en) | Ripper excavation tool | |
US7992329B2 (en) | Single pointed ripper bucket excavation tool | |
US4459768A (en) | Bucket design | |
US3724899A (en) | Tooth for backhoe bucket | |
JPS6365775B2 (en) | ||
US20060070267A1 (en) | Multi-shank ripper | |
US6490815B1 (en) | Excavator bucket with ripping implement | |
US3097439A (en) | Scarifier attachment | |
US20050173136A1 (en) | Excavating tool for hydraulic shovel | |
JPH0711144B2 (en) | bucket | |
US3403940A (en) | Saw attachment for excavator bucket | |
US20110126434A1 (en) | Angled edge bucket excavation tool | |
JPS5898529A (en) | Lock bucket of power shovel | |
US20040148820A1 (en) | Multi-shank ripper | |
JP5746803B2 (en) | Drilling bucket | |
US2714773A (en) | Stewart | |
US20030204973A1 (en) | Backhoe finishing attachment | |
JP3248190U (en) | Hydraulic excavator attachments | |
AU2012216738B2 (en) | An excavating tool | |
JPS5812933Y2 (en) | Buckhou's Bucket | |
JPS5920406Y2 (en) | Crushing machine | |
JPH0124215Y2 (en) |