JP3205279U - Cut bucket - Google Patents
Cut bucket Download PDFInfo
- Publication number
- JP3205279U JP3205279U JP2016001443U JP2016001443U JP3205279U JP 3205279 U JP3205279 U JP 3205279U JP 2016001443 U JP2016001443 U JP 2016001443U JP 2016001443 U JP2016001443 U JP 2016001443U JP 3205279 U JP3205279 U JP 3205279U
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- JP
- Japan
- Prior art keywords
- bucket
- blade
- cut
- pile
- attached
- 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 - Fee Related
Links
- 238000005553 drilling Methods 0.000 claims abstract description 15
- 238000010276 construction Methods 0.000 abstract description 11
- 230000003014 reinforcing effect Effects 0.000 abstract description 4
- 230000000694 effects Effects 0.000 abstract 1
- 238000009412 basement excavation Methods 0.000 description 6
- 238000000034 method Methods 0.000 description 5
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Earth Drilling (AREA)
- Piles And Underground Anchors (AREA)
Abstract
【課題】ドリリングバケットを応用し、容易に既存杭を含む地中障害物を撤去できるカットバケットを提供する。【解決手段】場所打ちコンクリート杭からなる地中障害物撤去に用いる、ケーシング内部を掘削する為に、撤去杭径と同径のドリリングバケット相当のカットドラム2の上部に補強板3を係合、また上内部には120度傾斜の翼板6を係合し、更に翼板6には翼板切削ビット7を取り付け交換できる工夫をして、取り付けた切削ビットで鉄筋籠を切断する特徴を持つ。また、カットドラム2の下部円周端面9にもドラム切削ビット8を取り付け交換可能とする構造を以って本バケットとする。【効果】工期の圧縮に伴い、施工経費及び安全かつ効率的な地中障害物を撤去することができる。【選択図】図2To provide a cut bucket that can easily remove an underground obstacle including an existing pile by applying a drilling bucket. A reinforcing plate 3 is engaged with an upper portion of a cut drum 2 corresponding to a drilling bucket having the same diameter as the removed pile in order to excavate the inside of the casing, which is used for removing underground obstacles made of cast-in-place concrete piles. In addition, a blade blade 6 inclined at 120 degrees is engaged with the upper inside, and a blade cutting bit 7 is attached to the blade plate 6 so that the blade cutting bit 7 can be attached and replaced. . In addition, the main bucket is configured with a structure in which the drum cutting bit 8 can be attached and exchanged to the lower circumferential end surface 9 of the cut drum 2. [Effects] As the work period is reduced, construction costs and safe and efficient underground obstacles can be removed. [Selection] Figure 2
Description
本考案は、場所打ち杭及びその他の地中障害物撤去工事において効率的に撤去するマルチドリル機による掘削バケットに関する考案である。 The present invention relates to a drilling bucket using a multi-drilling machine that efficiently removes cast-in-place piles and other underground obstacles.
地中障害物を撤去する方法としてはケーシング切削を行い所定の位置まで掘進して、ケーシング内に撤去を対象とする障害物を捕捉し、当該障害物を適宜排出する方法が挙げられる。 As a method of removing the underground obstacle, there is a method of cutting the casing to dig up to a predetermined position, capturing the obstacle targeted for removal in the casing, and appropriately discharging the obstacle.
しかしながら近年では、堅牢な場所打ち杭構造の撤去が、施行期間の長期化や施工の困難など、地中障害物撤去の難易度が増す傾向にある。 However, in recent years, the removal of a robust cast-in-place pile structure has a tendency to increase the difficulty of removing underground obstacles, such as prolonged enforcement period and construction difficulties.
また、土地の使用履歴や構造物の設計図などの情報入手が困難な施工もあり、施工上の不確定要素を伴う。 In addition, there are constructions where it is difficult to obtain information such as land use history and structure design drawings, and there are uncertainties in construction.
そして、多くの撤去工事では、施工費圧縮を目途に工期の短縮も要求され、施工現場の不確定要素との狭間にあり、高難度施工の急速性を優先させることを余儀なくされることから、その施工は現代の都市土木としての性能を満たしているとはいえない状況にある。 And in many removal works, it is also required to shorten the work period with the aim of reducing construction costs, and it is in the gap between the uncertain elements of the construction site, and it is forced to give priority to the rapidity of high difficulty construction, Its construction cannot be said to meet the performance of modern urban civil engineering.
従来のドリリングバケットは、多様な地盤に応じて地中障害物を粉砕撤去が可能であるが、既存杭など堅牢な場所打ち杭を撤去する場合には、適しているとは言いがたい。そこで、ドリリングバケットを応用し、容易に既存杭を含む地中障害物を撤去できるカットバケットを提供する。 Conventional drilling buckets can crush and remove underground obstacles according to various grounds, but it is difficult to say that they are suitable for removing strong cast-in-place piles such as existing piles. Then, the cutting bucket which applies a drilling bucket and can remove the underground obstacle including an existing pile easily is provided.
ドリリングバケットの形容を基に底蓋を設けず、ドリリングバケットの下部に交換可能な切削ビットを複数取り付け、更には内部にも斜度120度の翼板を係合させ、翼板にも複数の交換可能な切削ビットを一定の幅に取り付け回転掘進させることにより、容易に場所打ち杭を含む地中障害物を切削破砕し撤去できるカットバケットを提供する。 Based on the shape of the drilling bucket, a bottom cover is not provided, and a plurality of exchangeable cutting bits are attached to the lower part of the drilling bucket. Provided is a cut bucket capable of easily cutting and removing an underground obstacle including a cast-in-place pile by attaching an exchangeable cutting bit to a certain width and rotating and excavating.
工期の圧縮に伴い、施工経費及び安全かつ効率的な地中障害物を撤去することができる。 As the work period is reduced, construction costs and safe and efficient underground obstacles can be removed.
以下、本発明のマルチドリル機における掘削バケットを使用し、回転圧入掘進し、既存場所打ち杭の切削・破砕、撤去するための順序展開の説明であるが、本発明の実施形態は下記の実施例に限定するものではない。また、以下の説明における同一の材料、構成及び部位等については同一の符号を省略する場合がある。 Hereinafter, using the excavation bucket in the multi-drilling machine of the present invention, it is a description of the sequence expansion for carrying out the rotary press-in excavation, cutting, crushing, and removing the existing cast-in-place pile. It is not limited to examples. In addition, the same reference numerals may be omitted for the same materials, configurations, parts, and the like in the following description.
図1は本説明のマルチドリル工法の概要説明図で、本発明のカットバケットを利用して杭穴を掘削するものである。
Aは掘削装置を装備するマルチドリル機である。そのケリーバーBにはカットバケット1又はスタンドパイプ、図示しない周知のファーストケーシングがケリーバーソケットに装填される。FIG. 1 is a schematic explanatory diagram of the multi-drill method according to the present description, in which a pile hole is excavated using the cut bucket of the present invention.
A is a multi-drill machine equipped with a drilling device. The kelly bar B is loaded with a cut bucket 1 or a stand pipe and a well-known first casing (not shown) in a kelly bar socket.
削孔杭芯に定規鉄板をセットし、杭径より一回り大きなスタンドパイプをマルチドリル機を用いて、掘削位置にセットする。 A ruler iron plate is set on the drilling pile core, and a stand pipe that is slightly larger than the pile diameter is set at the excavation position using a multi-drill machine.
崩れ易い表土の崩壊を防ぐことを目的に、スタンドパイプを掘削孔の口元に圧入設置する A standpipe is press-fitted at the mouth of the drilling hole to prevent the topsoil from collapsing.
撤去杭同径のケーシング(先端ビット付)をマルチドリル機のアタッチメント部にセットする。 Set the removed pile with the same diameter casing (with tip bit) on the attachment part of the multi-drilling machine.
撤去杭の外周をケーシングの先端ビットにより切削しながら回転掘進する。 Rotating excavation while cutting the outer periphery of the removed pile with the tip bit of the casing.
一定の深度で一旦掘削を停止し、ケーシングを引抜き、撤去杭より一回り小さい口径のカットバケット1と交換装填する。 The excavation is temporarily stopped at a certain depth, the casing is pulled out, and the cut bucket 1 having a diameter slightly smaller than the removed pile is exchanged and loaded.
ケーシング回転掘削の手順と同様にカットバケット1を回転掘進し、撤去杭の杭頭より一定深度掘進すると撤去杭の主鉄筋が捩じ切れ、カットバケット内で閉塞し、撤去が可能となる。 When the cut bucket 1 is rotated and excavated at a certain depth from the pile head of the removed pile in the same manner as the casing rotary excavation procedure, the main reinforcing bar of the removed pile is twisted off and blocked in the cut bucket, and can be removed.
カットバケット内の撤去杭を所定の場所に排出集積後、再度前項の作業を繰り返す。 After removing and collecting the removed piles in the cut bucket at a predetermined location, repeat the above procedure.
再度、前項0016乃至前項0019の作業を撤去杭の杭低まで繰り返す。 Again, the operations in the preceding paragraphs 0016 to 0019 are repeated until the pile pile of the removed pile is lowered.
図2及び図3は、本発明のカットバケット1の構造説明図で、図2はカットバケットの部分断面図である。2はカットドラム、3はドリルパイプ補強版にピン孔5付きのケリーバーソケット4を溶接係合されている。 2 and 3 are explanatory views of the structure of the cut bucket 1 of the present invention, and FIG. 2 is a partial sectional view of the cut bucket. Reference numeral 2 denotes a cut drum, and reference numeral 3 denotes a drill pipe reinforcing plate which is engaged with a Kelly bar socket 4 with a pin hole 5 by welding.
図3はカットバケット1を底面から見た切削ビットの配置説明図で、6は翼板で、補強版3に溶接係合されており、翼板6には翼板切削ビット7の配列の位置間隔は互いに隣接する翼板切削ビットの軌跡とは重複しない配列とし、かつ切削ビットを交換可能に装備される。8は、カットドラムの下部円周端面端面9に翼板切削ビット一定の間隔に交換可能な構造のドラム切削ビットが装備される。 FIG. 3 is an explanatory view of the arrangement of cutting bits when the cut bucket 1 is viewed from the bottom. Reference numeral 6 denotes a blade, which is welded to the reinforcing plate 3, and the blade 6 has a position where the blade cutting bits 7 are arranged. The intervals are arranged so as not to overlap with the trajectories of the blade cutting bits adjacent to each other, and the cutting bits are provided to be exchangeable. 8 is equipped with a drum cutting bit having a structure that can be exchanged at regular intervals on the end surface 9 of the lower circumferential end surface of the cut drum.
A マルチドリル機
B ケリーバー
C スタンドパイプ
1 カットバケット
2 カットドラム
3 補強版
4 ケリーバーソケット
5 ピン孔
6 翼板
7 翼板切削ビット
8 ドラム切削ビット
9 ドラム下部円周端面A Multi-drill machine B Kelly bar C Stand pipe 1 Cut bucket 2 Cut drum 3 Reinforcement plate 4 Kelly bar socket 5 Pin hole 6 Blade plate 7 Blade plate cutting bit 8 Drum cutting bit 9 Drum lower circumferential end surface
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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JP2016001443U JP3205279U (en) | 2016-03-10 | 2016-03-10 | Cut bucket |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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JP2016001443U JP3205279U (en) | 2016-03-10 | 2016-03-10 | Cut bucket |
Publications (1)
Publication Number | Publication Date |
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JP3205279U true JP3205279U (en) | 2016-07-21 |
Family
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JP2016001443U Expired - Fee Related JP3205279U (en) | 2016-03-10 | 2016-03-10 | Cut bucket |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP7165461B1 (en) * | 2022-07-05 | 2022-11-04 | 千代田ソイルテック株式会社 | Removal method of crushing device and columnar improvement pile |
-
2016
- 2016-03-10 JP JP2016001443U patent/JP3205279U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP7165461B1 (en) * | 2022-07-05 | 2022-11-04 | 千代田ソイルテック株式会社 | Removal method of crushing device and columnar improvement pile |
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