KR900004042Y1 - Bucket structure in excavator - Google Patents
Bucket structure in excavator Download PDFInfo
- Publication number
- KR900004042Y1 KR900004042Y1 KR2019860014514U KR860014514U KR900004042Y1 KR 900004042 Y1 KR900004042 Y1 KR 900004042Y1 KR 2019860014514 U KR2019860014514 U KR 2019860014514U KR 860014514 U KR860014514 U KR 860014514U KR 900004042 Y1 KR900004042 Y1 KR 900004042Y1
- Authority
- KR
- South Korea
- Prior art keywords
- bucket
- trench
- equipment
- excavator
- tee
- Prior art date
Links
Classifications
-
- 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
-
- 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
- E02F3/46—Dredgers; Soil-shifting machines mechanically-driven with reciprocating digging or scraping elements moved by cables or hoisting ropes ; Drives or control devices therefor
- E02F3/58—Component parts
- E02F3/60—Buckets, scrapers, or other digging elements
Abstract
내용 없음.No content.
Description
제1도는 본 고안의 전체사시도.1 is a perspective view of the present invention.
제2도는 본 고안의 사용상태도.2 is a state of use of the present invention.
제3도는 종래의 사용상태도.3 is a conventional state of use.
* 도면의 주요부분에 대한 부호의 설명* Explanation of symbols for main parts of the drawings
1,1' : 버켓몸체 2 : 고정부1,1 ': bucket body 2: fixing part
3 : 조립구 4 : 티이스(teeth)3: Assembling Part 4: Teeth
5 : 보조장비 6 : 너트5: auxiliary equipment 6: nut
본 고안은 지하 연속벽공법으로 트랜치(Trench)를 굴삭(堀削)하는 도중 지층의 변화에 의해 트랜치의 굴삭이 좌,우로 경사지는 경우에 사용되는 센트플형버켓(Buket)에 관한 것이다.The present invention relates to a central bucket (Buket) used when the excavation of the trench is inclined to the left and right by the change of the strata during the excavation of the trench by the underground continuous wall method.
종래의 경우 지하 연속벽공법에 의한 트랜치를 굴삭하는 장비로써 센트플형버켓을 사용하여 헙소한 트랜치속에 지반 안정액을 투입하면서 깊은 심도까지 굴삭하여 조립된 철망(Steel Cage)를 건립후 콘크리트 타설하여 지하 구조물을 설치하는 지하 연속 공법에 있어서 트랜치속에 지반 안정액을 투입하면서 굴삭하는 도중 지질의 변화에 의해 센트롤형버켓은 양쪽날이 동시에 닿는 지질이 다른 경우 흑은 호박돌만 걸려도 트랜치는 경사지게 굴삭되는 현상이 나타나며 이때 발견즉시 수정(修正)해야 하는데 수정하기 위해 또 다른 별개의 굴삭장비를 사용해야하는 결점이 있었다.In the conventional case, as an equipment for excavating a trench by the underground continuous wall method, the underground structure is constructed by constructing a steel cage that is excavated to a deep depth while inserting a ground stabilizer into a small trench using a central bucket. In the underground continuous method to install the ground, the trench is inclined to excavate even if only black or amber stones are caught when the geometries of the two buckets touch the edges at the same time due to the change of lipids during the excavation while putting ground stabilizer into the trench. It was necessary to fix it immediately, but there was a drawback to using another separate digging equipment to fix it.
따라서 본 고안은 이와같은 결점을 해소시키기 위해 통상의 센트플형 버켓의 경사면 반대편날에 보조티이스를 장착하여 이 보조티이스로 경사진 부분을 제거함으로써 트랜치를 수직으로 유지할 수 있게 한 것으로써 첨부된 도면에 따라 그 구성 및 작용효과를 상세히 설명하면 다음과 같다.Therefore, the present invention provides an auxiliary tee on the opposite side of the inclined surface of a typical bucket to eliminate this drawback, and by removing the inclined portion with the auxiliary tee, it is possible to maintain the trench vertically. Referring to the configuration and effect according to the drawings in detail as follows.
통상의 버켓몸체(1)(1') 단부에 형성된 다수 고정부(2)의 조립구(3)를 통해 통상의 티이스(4)보다 길이가 긴 보조티이스(5)를 한쪽 버켓몸체(1')에 너트(6)로 결착한 구성을 갖는다.An auxiliary tee 5 having a length longer than that of the normal tee 4 is formed through the assembly hole 3 of the plurality of fixing parts 2 formed at the end of the bucket body 1, 1 ′. 1 ') has a configuration in which the nut 6 is attached.
이와같은 구성을 가진 본 고안의 작용효과를 상세히 설명하면 다음과 같다.Referring to the effect of the present invention having such a configuration in detail as follows.
토목공사에서 새로이 개발되어진 지하 연속벽 공법으로 시공하기 위해 트랜치를 굴삭하기 위한 장비로써 센트플형버켓을 사용할 경우 협소한 트랜치속에 지반 안정액을 투입하면서 깊은 심도까지 굴삭하는 도중 지층의 변화에 의해 즉 작은 암반(호박돌)과 같은 지질의 차이가 있는 경우에는 통상의 버켓은 양쪽 버켓몸체(1)(1')에 장착된 티이스가 동시에 지면에 닿게되었기 때문에 단단한 자질(호박돌)에 한쪽 티이스(4)가 걸리게 되면 굴삭되는 트랜치는 좌,우로 경사지게 되며 일단 이런 현상이 지상의 굴삭기에 장착된 감지기에 의해 감지되면 발견 즉시 수정하여야 하며 이때 버켓몸체(1)(1') 단부에 형성된 다수 고정부(2)의 조립구(3)를 통해 통상의 티이스(4)(4')가 결착되어 진 것을 양쪽의 버켓몸체(1)(1')중의 지질에 의해 걸리게 되는 버켓몸체(1')쪽의 티이스(4)를 길이가 길게 성형된 보조티이스(5)로 교체하여 트랜치를 계속 굴삭하게 되면 단단한 지질(호박돌)에 보조티이스(5)가 먼저 닿게되어 파쇄한 후 정상적인 통상의 티이스(4)(4')로 교체한 다음 트랜치 굴삭을 함으로써 수직으로 유지할 수 있게된 것이다.In case of using the central bucket as the equipment for excavating the trench for the construction of the underground continuous wall method newly developed in civil engineering work If there is a difference in lipids such as (amber), the normal bucket has a solid feature (amber stone) because the teeth mounted on both bucket bodies (1) (1 ') come into contact with the ground at the same time. When the excavated trench is inclined to the left and right, once this phenomenon is detected by the detector mounted on the ground excavator, it should be corrected immediately. At this time, the multiple fixing parts (2) formed at the end of the bucket body (1) (1 ') Bucket body (1 ') which is caught by the lipids in both bucket bodies (1) and (1') that the normal teeth (4) (4 ') are bound through the assembly holes (3) If the trench is continuously excavated by replacing the tee 4 with a long auxiliary molded tee 5, the auxiliary tee 5 first comes into contact with the hard lipid (amber stone), and then crushed. (4) (4 ') and then trench digging to maintain vertical.
Claims (1)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR2019860014514U KR900004042Y1 (en) | 1986-09-22 | 1986-09-22 | Bucket structure in excavator |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR2019860014514U KR900004042Y1 (en) | 1986-09-22 | 1986-09-22 | Bucket structure in excavator |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| KR880006414U KR880006414U (en) | 1988-05-30 |
| KR900004042Y1 true KR900004042Y1 (en) | 1990-05-08 |
Family
ID=19255830
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR2019860014514U KR900004042Y1 (en) | 1986-09-22 | 1986-09-22 | Bucket structure in excavator |
Country Status (1)
| Country | Link |
|---|---|
| KR (1) | KR900004042Y1 (en) |
-
1986
- 1986-09-22 KR KR2019860014514U patent/KR900004042Y1/en not_active IP Right Cessation
Also Published As
| Publication number | Publication date |
|---|---|
| KR880006414U (en) | 1988-05-30 |
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