JPH061490U - High efficiency bottom expanding bucket and related construction method - Google Patents

High efficiency bottom expanding bucket and related construction method

Info

Publication number
JPH061490U
JPH061490U JP5542692U JP5542692U JPH061490U JP H061490 U JPH061490 U JP H061490U JP 5542692 U JP5542692 U JP 5542692U JP 5542692 U JP5542692 U JP 5542692U JP H061490 U JPH061490 U JP H061490U
Authority
JP
Japan
Prior art keywords
widening
bucket
scooper
bottom expanding
expanding
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
Application number
JP5542692U
Other languages
Japanese (ja)
Inventor
昇 大山
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP5542692U priority Critical patent/JPH061490U/en
Publication of JPH061490U publication Critical patent/JPH061490U/en
Pending legal-status Critical Current

Links

Landscapes

  • Earth Drilling (AREA)

Abstract

(57)【要約】 〔目的〕 従来の方法と違い、拡底時に液状の土砂を作
らず。かつ、拡底時に発生する土砂を効率良く排出する
機具と工法を提供する。 〔構成〕 拡底バケットの底部ボトム(3)に拡幅翼
(2)と連動するスクーパー(1)を設け、孔底の土砂
をスクーパー(1)にて掬い上げるとともに、拡幅エッ
ヂ(8)の切削角度をサブアーム(7)にてコントロー
ルし、土砂の液化を最小限に抑える。
(57) [Summary] [Purpose] Unlike conventional methods, liquid sand is not created when the bottom is expanded. Moreover, it provides a tool and a construction method for efficiently discharging the sediment generated when the bottom is expanded. [Structure] A scooper (1) interlocking with the widening blades (2) is provided on the bottom bottom (3) of the widening bucket to scoop the earth and sand at the bottom of the hole with the scooper (1) and the cutting angle of the widening edge (8). Is controlled by the sub arm (7) to minimize the liquefaction of soil and sand.

Description

【考案の詳細な説明】 〔0001〕 〔産業上の利用分野〕 この考案な建造物の基礎杭として使用されているコンクリート場所打杭の省資源 を目的に開発された拡底杭工法に関するものである。Description: [0001] [Industrial field of application] The present invention relates to a bottom-expanded pile construction method developed for the purpose of resource saving of concrete cast-in-place piles used as foundation piles of the present invention. .

〔0002〕 〔従来の技術〕 従来の拡底バケットの底部ボトムは単なる円型の一枚ものであり.拡翼時に拡翼 部の土砂の採取が困難であった。 [0002] [Prior Art] The bottom bottom of a conventional bottom-expanding bucket is simply a circular piece. It was difficult to collect soil from the expanding part when expanding the wings.

〔0003〕 〔考案が解決しようとする課題〕 これは次の欠点があった。 [0003] [Problems to be solved by the invention] This has the following drawbacks.

(イ)、底部ボトムが円型不変であるため拡翼時、拡翼部の土砂はバケット内に 取り込むことが非常に困難であった。(A) Since the bottom bottom is circular invariant, it was very difficult to take the soil in the expanding blade into the bucket when expanding the blade.

(ロ)、拡翼にて削り取った土砂が閉翼に伴って外部へ流出することが多かった (ハ)、孔底部に沈澱した流動性のある土砂をバケット内に取り込むことは特に 困難であった。(B) The earth and sand scraped off by the expanding blades often flowed to the outside with the closing blades (c). It was particularly difficult to take in the fluidized earth and sand that had settled at the bottom of the holes into the bucket. It was

(ニ) 従来の拡幅エッヂは角度が不変のため土砂を水液中に溶解させてしまい バケットによる排出は非常に困難であった。(D) Since the angle of the conventional widening edge does not change, the sand and sand are dissolved in the water liquid and it is very difficult to discharge it with a bucket.

(ホ) 一度、水液中に溶解した土砂を再度、土砂の形にするには多大の時間を 必要とした。(E) Once, it took a lot of time to reconstruct the sediment once it was dissolved in water.

本案はこれらの欠点を解決するために考案されたものである。 The present invention is designed to solve these drawbacks.

〔0004〕 〔課題を解決するための手段〕 本体ボトム(3)に拡幅翼(2)の支点と中心を同じくする支点を持つスクーパ ー(1)1対を設け、スクーパー(1)の外周部に拡幅翼(2)と連動するため のピン穴(5)を開け、スクーパー(1)と拡幅翼(2)とを一体化せしめる。 [Means for Solving the Problem] A pair of scooper (1) having a fulcrum having the same center as the fulcrum of the widening blade (2) is provided on the main body bottom (3), and the outer peripheral portion of the scooper (1) is provided. A pin hole (5) for interlocking with the widening wing (2) is opened to integrate the scooper (1) and the widening wing (2).

又、土砂が水液中に溶解せぬよう最適の切削角度を保つようサブアーム(7)に より保持される拡幅エッヂ(8) 本考案は以上のような構成による拡底バケットである。Further, the widening edge (8) which is held by the sub-arm (7) so as to maintain the optimum cutting angle so that the earth and sand are not dissolved in the water liquid.

〔0005〕 〔作用〕 拡底バケットを拡翼にすると連動ピン(6)によりスクーパー(1)が本体ボト ム(3)より引出され拡翼部の底部の土砂を掬い上げる。閉翼にすると連動ピン (6)により押し込まれ単なる円型ボトムとなる。 [Operation] When the bottom expanding bucket is expanded, the interlocking pin (6) pulls out the scooper (1) from the main body bottom (3) and scoops up the soil at the bottom of the expanding blade. When it is closed, it is pushed in by the interlocking pin (6) and it becomes a simple circular bottom.

又、板ばねストッパー(9)により、ボトムを開いてもボトムの円型は保持され 、閉じると再び拡幅翼(2)とスクーパー(1)が連動ピンにより一体化、拡幅 操作が行えるようになる。Further, the leaf spring stopper (9) keeps the circular shape of the bottom even when the bottom is opened, and when the bottom is closed, the widening blade (2) and the scooper (1) are integrated again by the interlocking pin, and the widening operation can be performed. .

この時、拡幅エッヂ(8)はサブアーム(7)により、拡幅に応じた最適の切削 角度にコントロールされる。At this time, the widening edge (8) is controlled by the sub-arm (7) to an optimum cutting angle according to the widening.

〔0006〕 〔実施例〕 以下、本案の実施例にていて説明する。 [0006] [Example] Hereinafter, an example of the present invention will be described.

(イ)本体ボトム(3)に拡幅翼(2)の回転軸と中心を同じくする支点をもつ スクーパー(1)を1対を設ける。(A) A pair of scoopers (1) having a fulcrum centered on the rotation axis of the widening blade (2) is provided on the bottom (3) of the main body.

(ロ)スクーパー(1)外周部に拡幅翼(2)と運動を同じくするための連動ピ ン穴(5)を開ける (ハ)拡幅翼(2)最下端にスクーパー(1)と運動を同じくするための連動ピ ン(6)を取り付ける。(B) Make an interlocking pin hole (5) on the outer periphery of the scooper (1) for the same movement as the widening blade (2). (C) Same movement as the scooper (1) at the lowermost end of the widening blade (2). Install the interlocking pin (6) to do this.

(ニ)作動時にスクーパー(1)が土砂のため浮き上がらぬよう、本体ボトム( 3)にガイド(10)を設ける。(D) A guide (10) is provided on the bottom (3) of the main body so that the scooper (1) does not float up due to earth and sand during operation.

(ホ)ガイドの端部、ボトム中央部に閉翼時に円型を保つようにする、板ばねス トッパー(9)を設ける。(E) A leaf spring stopper (9) is provided at the end of the guide and the center of the bottom so as to maintain a circular shape when the blade is closed.

(ヘ)拡幅エッヂ(8)と拡幅翼(2)をサブアーム(7)を介して取り付ける 。(F) Attach the widening edge (8) and the widening wing (2) via the sub-arm (7).

本案は以上のような構造で、これを使用するときは、従来の拡底バケット同様に アースドリル機に取り付け、所定の深度迄堀削された孔底に降し、アースドリル 機の油圧を利用し、拡幅堀削を行う、又、土砂排出時は孔底で閉翼されたバケッ トを地上に引き上げたのち、本体ボトム(3)を開いて土砂の排土を行う。This proposal has the structure as described above.When using this, it is attached to the earth drill machine like the conventional bottom expanding bucket, lowered to the hole bottom excavated to the predetermined depth, and the oil pressure of the earth drill machine is used. Widening excavation is performed, and when discharging sediment, the bucket closed at the bottom of the hole is pulled up to the ground, and then the main body bottom (3) is opened to discharge soil.

この時は普通のアースドリル機の堀削バケットの操作と同一である。この動作を 繰り返して所定の孔径にまで拡幅し、目的を達するものである。At this time, it is the same as the operation of the excavation bucket of a normal earth drill machine. By repeating this operation, the diameter is expanded to a predetermined hole diameter to achieve the purpose.

〔0007〕 〔考案の効果〕 本考案により、拡底杭の施工が容易、かつ確実に行なえるようになった。同時に 孔璧測定が完全に実施出来るようになり、拡底工法に信頼が増した。 [0007] [Effect of the Invention] According to the present invention, it is possible to easily and surely perform the construction of the bottom expanding pile. At the same time, it became possible to perform hole wall measurement completely, and the reliability of the bottom expanding method increased.

また、普通の拡底杭の沈澱物の処理用に使用しても絶大な効果を上げることが出 来る。In addition, even if it is used for treating the sediments of ordinary bottom piles, it is possible to obtain a great effect.

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

〔図1〕本考案の閉じた状態の斜視図である。 〔図2〕本考案の閉じた状態の下部より見上げた図であ
る。 〔図3〕本考案の底部ボトムを開いた状態、排土の状態
の斜視図である 〔図4〕本考案の開いた状態、拡幅状態の斜視図であ
る。 〔図5〕本考案の開いた状態を上部より見下した図であ
る。 〔図6〕本考案の開いた状態を下部より見上げた図であ
る。 〔図7〕スクーパーのガイドの板ばねストッパーの既略
図である。 〔符号の説明〕 1 スクーパー 2 拡幅翼 3 本体ボトム 4 底部土砂取込口.及びシャッター 5 連動ピン穴 6 連動ピン 7 サブアーム 8 拡幅エッヂ 9 板ばねストッパー 10 ガイド 11 サイドシャッター 12 駆動用油圧シリンダー
FIG. 1 is a perspective view of the present invention in a closed state. FIG. 2 is a view looking up from the lower portion of the present invention in a closed state. FIG. 3 is a perspective view of a bottom bottom open state of the present invention and a soil discharging state. FIG. 4 is a perspective view of the present invention open state and a widened state. FIG. 5 is a top view of the open state of the present invention. [FIG. 6] A view of the open state of the present invention as seen from below. FIG. 7 is a schematic view of a leaf spring stopper of a scooper guide. [Explanation of reference numerals] 1 scooper 2 widening blade 3 main body bottom 4 bottom sediment intake. And shutter 5 interlocking pin hole 6 interlocking pin 7 sub-arm 8 widening edge 9 leaf spring stopper 10 guide 11 side shutter 12 hydraulic cylinder for driving

Claims (2)

【実用新案登録請求の範囲】[Scope of utility model registration request] 〔請求項1〕 一般に使用されているアースドリル式拡
底バケットの改良である。他の拡底バケットでは使われ
ていない。掬い上げる機能を持った、スクーパー(1)
を拡幅翼(2)と連動可能な状態に取り付けたことを特
徴とする開閉自在の底部ボトム(3).及び開翼、閉翼
により切削角度を変える拡幅エッヂ(4)を備えた高効
率型拡底バケット
[Claim 1] An improvement of a commonly used earth drill type bottom expanding bucket. Not used in other bottom expanding buckets. Scooper with scooping function (1)
A bottom bottom (3) that can be opened and closed, characterized in that it is attached so that it can be interlocked with the widening blade (2). And a high-efficiency bottom expanding bucket equipped with a widening edge (4) that changes the cutting angle by opening and closing blades
〔請求項2〕 請求項1の高効率型拡底バケット.及び
開閉式ボトム、可変型拡幅エッヂを使用した拡底工法、
及びその関連工法
[Claim 2] The high-efficiency bottom expanding bucket of claim 1. And open-close type bottom, bottom expanding method using variable widening edge,
And related construction methods
JP5542692U 1992-06-10 1992-06-10 High efficiency bottom expanding bucket and related construction method Pending JPH061490U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5542692U JPH061490U (en) 1992-06-10 1992-06-10 High efficiency bottom expanding bucket and related construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5542692U JPH061490U (en) 1992-06-10 1992-06-10 High efficiency bottom expanding bucket and related construction method

Publications (1)

Publication Number Publication Date
JPH061490U true JPH061490U (en) 1994-01-11

Family

ID=12998259

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5542692U Pending JPH061490U (en) 1992-06-10 1992-06-10 High efficiency bottom expanding bucket and related construction method

Country Status (1)

Country Link
JP (1) JPH061490U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014141844A (en) * 2013-01-25 2014-08-07 System Keisoku Kk Bottom enlarged bucket

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014141844A (en) * 2013-01-25 2014-08-07 System Keisoku Kk Bottom enlarged bucket

Similar Documents

Publication Publication Date Title
JP4749194B2 (en) Soil sampling tool in auger drilling equipment
JP3225878U (en) Excavation bucket for drilling holes
JP5380064B2 (en) Pile hole drilling method and pile hole drilling head
CN221481848U (en) Soil sampling drill bit for drilling device
JP2506605B2 (en) Excavation bucket for drilling holes
JP4501249B2 (en) Steel pipe pile and its construction method
JPH0577840B2 (en)
JPS6365797B2 (en)
JPH01312193A (en) Excavation head for earth auger device
US3707847A (en) Installation of sand drains
JPH05179880A (en) Bottom dredging bucket for expanding the diameter of the bottom of a drill hole
JPS6358999B2 (en)
JP3007755U (en) Magnifying head
JP2980855B2 (en) Caisson laying method and its equipment
CN213510508U (en) Construction engineering is with clear native equipment in on-spot stake hole
JPH0377359B2 (en)
JPH0236754B2 (en)
JP5842201B2 (en) Drilling blade and bucket
CN212001104U (en) Pile core soil cleaner
JP4137165B2 (en) Excavation and earthing method, caisson press-fitting method and diameter-excavating device
JP3004267B1 (en) Drilling rig
JPH0448160B2 (en)
JPS6024796Y2 (en) Extended head for drilling
JPS6245954B2 (en)
JP3230183B2 (en) Labor-saving excavator for deep digging