JPH0227031Y2 - - Google Patents

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Publication number
JPH0227031Y2
JPH0227031Y2 JP1985185821U JP18582185U JPH0227031Y2 JP H0227031 Y2 JPH0227031 Y2 JP H0227031Y2 JP 1985185821 U JP1985185821 U JP 1985185821U JP 18582185 U JP18582185 U JP 18582185U JP H0227031 Y2 JPH0227031 Y2 JP H0227031Y2
Authority
JP
Japan
Prior art keywords
expansion
expanded
rotary cam
piece
blades
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
Application number
JP1985185821U
Other languages
Japanese (ja)
Other versions
JPS6294187U (en
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 filed Critical
Priority to JP1985185821U priority Critical patent/JPH0227031Y2/ja
Publication of JPS6294187U publication Critical patent/JPS6294187U/ja
Application granted granted Critical
Publication of JPH0227031Y2 publication Critical patent/JPH0227031Y2/ja
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 (産業上の利用分野) この考案は土中に既製の中空杭を打ち込む場合
のオーガスクリユー等の掘削機の下端に着脱自在
に装着して使用する土中掘削用拡張ヘツドに関す
るものである。
[Detailed description of the invention] (Field of industrial application) This invention is for underground excavation, which is used by attaching it detachably to the lower end of an excavator such as an auger screw when driving ready-made hollow piles into the soil. It concerns expansion heads.

(従来の技術) 従来この種の基礎杭底部に球根を施工する手段
は種々散見されている現状であるが、一般的に
は、中空杭を所定深さに埋設したのち、その下端
を拡大先堀りし、その拡大した所にセメントミル
クを注入して中空杭の下端に球根を造成するもの
である。
(Prior art) Various methods of constructing bulbs at the bottom of this type of foundation pile have been seen here and there, but generally speaking, after burying a hollow pile to a predetermined depth, the lower end of the hollow pile is placed at the base of the expansion site. This involves digging a trench and pouring cement milk into the expanded area to create a bulb at the bottom of the hollow pile.

そして、従来の技術としては、例えば実公昭58
−17835号公報に見られるように、オーガスクリ
ユーの下端に拡張ヘツドを装着し、その拡張刃を
閉じてそのストツパーを堀削ビツト本体の閉位置
規制用ストツパーに係合させて中空杭内に挿入し
て、下端が突出した時にオーガスクリユーを逆転
して拡張刃が土砂の抵抗により外方に押され、杭
張刃のストツパーがビツト本体の閉位置規制用ス
トツパーから外れ、更にオーガスクリユーを下降
させて拡張刃をコイルばねの復元力により次第に
拡大して径大の孔を削孔するものがある。
As for the conventional technology, for example,
- As seen in Publication No. 17835, an expansion head is attached to the lower end of the auger screw, its expansion blade is closed, and its stopper is engaged with the stopper for regulating the closed position of the drilling bit body, and the drill bit is inserted into the hollow pile. When the bit is inserted and the lower end protrudes, the auger screw is reversed, the expansion blade is pushed outward by the resistance of the earth and sand, the stopper of the pile tensioning blade is disengaged from the stopper for regulating the closed position of the bit body, and the auger screw is further removed. There is one that drills a hole with a large diameter by lowering the expandable blade and gradually expanding it by the restoring force of a coil spring.

然し、この様な場合は、拡張ヘツドの拡張刃を
直接土圧抵抗によつてストツパーの係合を解除す
るようにしている関係上、土質が軟弱の場合に
は、重量の大である拡張刃が開放しない場合が起
こり、杭径以上の拡大堀りが不可能となる欠点が
ある。更に、拡張刃のストツパーと掘削ビツト本
体の閉位置規制用のストツパーとの係合であるか
ら、該拡張刃が中空杭等に突き当たると、両スト
ツパーが簡単に外れて拡張刃が拡大して作業に大
変手間が掛る等の欠点がある。
However, in such a case, since the expansion blade of the expansion head is designed to release the engagement of the stopper by direct earth pressure resistance, if the soil is soft, the expansion blade, which is heavy, may be used. This has the disadvantage that it may not open, making it impossible to expand the excavation beyond the diameter of the pile. Furthermore, since the stopper of the expansion blade engages with the stopper for regulating the closed position of the excavation bit body, when the expansion blade hits a hollow pile, etc., both stoppers easily come off and the expansion blade expands to prevent work. It has drawbacks such as being very time consuming.

(考案が解決しようとする問題点) この考案は上述の各欠点を改良するために考案
したものであつて、拡張ヘツドに於いては、掘削
地盤の各土質の硬軟に関係なく、確実に拡張翼片
を拡大させると共に、確実に中空杭からの引抜き
ができ、且つ拡張翼片が必要以外は絶体に拡張し
ない事が必要である。
(Problems to be solved by the invention) This invention was devised to improve each of the above-mentioned drawbacks. It is necessary to expand the wing pieces, to be able to reliably pull them out from the hollow pile, and to ensure that the expanded wing pieces do not expand unless necessary.

ところが、これ等の要望を満たす拡張ヘツドは
現在のところ見当らず、その出現が望まれてい
た。
However, an expansion head that satisfies these demands has not yet been found, and the appearance of one has been awaited.

この考案は上述の要望に応えるため提起するも
のである。
This idea has been proposed in response to the above-mentioned demands.

(問題点を解決するための手段) この考案の拡張ヘツドは、上述の問題点をすべ
て解決するために、ヘツド本体の躯体部に左右に
拡大及び縮少する相対向する拡張翼片を装設し、
この拡張翼片の下方に拡大及び縮少を操作する相
対向する回動カム鉤を可動軸を以て軸着させ、且
つこの回動カム鉤には、上部を短片とすると共
に、下部を長片となし、且つ側面に係脱用の掛止
段部を形成させ、上記の目的の達成を計つてい
る。
(Means for Solving the Problems) In order to solve all of the above-mentioned problems, the expansion head of this invention is equipped with opposing expansion wing pieces that expand and contract left and right on the body of the head body. death,
Opposite rotating cam hooks for operating expansion and contraction are attached to the lower part of this expansion wing piece with a movable shaft, and the rotating cam hook has a short piece at the upper part and a long piece at the lower part. In addition, the above purpose is achieved by forming a locking step on the side surface for locking and disconnecting.

(実施例) 次に、この考案の実施例を図面について説明す
ると、オーガスクリユー等の下端に着脱自在に装
着されるヘツド本体Aは、上部の継手部2と、そ
の下部の躯体部1とで構成され、その躯体部1の
上方には、オーガスクリユーのスクリユー羽根と
連なるスクリユー羽根3が形成されている。且つ
ヘツド本体Aの内部には、エヤー及びモルタルそ
の他の薬液等を注入する連通路19を形成してあ
る。
(Embodiment) Next, an embodiment of this invention will be described with reference to the drawings. A head body A that is detachably attached to the lower end of an auger screw, etc. has a joint part 2 at the upper part and a body part 1 at the lower part. Above the body part 1, screw blades 3 are formed which are connected to the screw blades of the auger screw. Further, inside the head body A, a communication passage 19 is formed for injecting air, mortar, and other chemical liquids.

前記躯体部1の下部には、左右に拡大及び縮少
する相対向する拡張翼片5,5が中央の軸部7の
軸線に嵌装されている。この軸部7の端部に設け
た固定部9には、常時該拡張翼片5,5を開放状
態に附勢するコイル発条8の1端部13を該固定
部9に固着する。
In the lower part of the body part 1, opposed expansion wing pieces 5, 5 which expand and contract laterally are fitted onto the axis of the central shaft part 7. One end 13 of a coil spring 8, which always urges the expanded wing pieces 5 in an open state, is fixed to a fixing part 9 provided at the end of the shaft part 7.

前記拡張翼片5,5の基部を外部から覆う発条
被覆蓋10は、固定ビス12,12を以て拡張翼
片5,5に固定されている。この発条被覆蓋10
は内部に該コイル発条8を収納すると共に、発条
被覆蓋10に挿通固定された固定杆11,11を
設け、該固定杆11,11によつて前記コイル発
条8の他端部14を止着して常時該拡張翼片5,
5を外方に拡開する方向に附勢するようになつて
いる。
A spring covering lid 10 that covers the bases of the expanded wing segments 5, 5 from the outside is fixed to the expanded wing segments 5, 5 with fixing screws 12, 12. This spring covered lid 10
The coil spring 8 is housed inside, and fixing rods 11, 11 are inserted and fixed to the spring cover lid 10, and the other end portion 14 of the coil spring 8 is secured by the fixing rods 11, 11. and the extended wing piece 5,
5 in the direction of expanding outward.

次に、前記拡張翼片5,5の下方には、拡張翼
片5,5を拡大及び縮少する相対向する回動カム
鉤6,6を該拡張翼片5,5と直交する可動軸1
5を以て軸着してある。この回動カム鉤6,6に
は、上部に短片16を設けると共に、下部短片1
6より長い長片17を形成せしめて常時該長片1
7が下方位置に有る如く形成されている。そし
て、該回動カム鉤6の側面には、該拡張翼片5,
5が縮少位置に有る時に停止を維持する掛止突部
18を形成してある。符号20は、該連通路19
よりのエヤー、水及び薬品等の注出口を示すもの
であり、21は、停止段部であつて、この停止段
部21は、該回動カム鉤6が正常回転の時の回動
を規制する役目を果たすものである。22は、拡
張翼片5,5の側面に設けた掘削ビツトを示すも
のである。
Next, below the expansion blades 5, 5, opposing rotary cam hooks 6, 6 for expanding and contracting the expansion blades 5, 5 are mounted on movable shafts perpendicular to the expansion blades 5, 5. 1
It is pivoted with 5. The rotary cam hooks 6, 6 are provided with a short piece 16 at the top and a short piece 1 at the bottom.
By forming a long piece 17 longer than 6, the long piece 1 is always
7 is in the lower position. On the side surface of the rotary cam hook 6, the extended wing pieces 5,
A latching protrusion 18 is formed to maintain the stop when 5 is in the retracted position. Reference numeral 20 indicates the communication path 19
21 is a stop step, and this stop step 21 restricts the rotation of the rotary cam hook 6 during normal rotation. It fulfills the role of Reference numeral 22 indicates a drilling bit provided on the side surface of the expanded wing pieces 5,5.

また、該拡張翼片5,5の拡開状態を保持する
拡開位置を規定する停止部23を躯体部1の側面
に形成した構造となつている。
Further, a stop portion 23 is formed on the side surface of the frame portion 1 to define the expanded position in which the expanded wing pieces 5, 5 are maintained in the expanded state.

(作用) この考案は上述の如き構成からなり、今この実
施例の用法を説明すると、地中に中空杭を打込ん
だのち、その下端の地盤を拡大堀りする場合に
は、地上に於いてオーガスクリユーの下端にこの
考案のヘツド本体Aを装着し、且つ拡張翼片5,
5をコイル発条8に抗して縮少し、その拡張翼片
5,5の側方を第5図の如く回動カム鉤6の掛止
突部18を以て係止して中空杭内に挿入する。こ
の時正常の回転の時は、回動カム鉤6の下方の長
片17に土砂の抵抗が係り、第6図の状態より反
時計方向に可動しようとする為に、常に回動カム
鉤6の掛止突部18は拡張翼片5を係止状態で保
持できる。
(Function) This device has the above-mentioned configuration, and to explain how to use this embodiment now, when a hollow pile is driven into the ground and the ground at the lower end is to be expanded and excavated, it is necessary to The head body A of this invention is attached to the lower end of the auger screw, and the extended wing pieces 5,
5 is contracted against the coil spring 8, and the sides of the expanded wing pieces 5, 5 are locked with the locking protrusion 18 of the rotary cam hook 6 as shown in FIG. 5, and inserted into the hollow pile. . At this time, during normal rotation, the lower long piece 17 of the rotary cam hook 6 is resisted by the earth and sand, and since it tries to move counterclockwise from the state shown in FIG. 6, the rotary cam hook 6 is always rotated. The locking protrusion 18 can hold the expansion wing piece 5 in a locked state.

次に、中空杭の下端から完全に突出し、拡大堀
りする時は、オーガスクリユーを逆転させると、
今度は該回動カム鉤6の下方の長片17が土砂の
反対側からの土圧により該回動カム鉤6は、時計
方向に可動し、回動カム鉤6の掛止突部18が拡
張翼片5,5より外れ、更に下降させることによ
り拡張翼片5,5は、コイル発条8の附勢により
順次拡大される。そして、最大位置に拡開した後
にオーガスクリユーを正常回転すれば、拡張翼片
5,5は停止部23に開放を停止して拡大堀りを
実施し、連通路19よりエヤー、水及びセメント
ミルク等を注入しつゝ上下に反覆して十分に撹拌
して球根を形成する。
Next, when you want to completely protrude from the bottom end of the hollow pile and expand the excavation, reverse the auger screw.
This time, the lower long piece 17 of the rotary cam hook 6 moves clockwise due to earth pressure from the opposite side of the earth and sand, and the locking protrusion 18 of the rotary cam hook 6 moves clockwise. By detaching from the expanded blades 5, 5 and further lowering them, the expanded blades 5, 5 are sequentially expanded by the urging of the coil spring 8. Then, if the auger screw is rotated normally after being expanded to the maximum position, the expansion wing pieces 5, 5 stop opening at the stop part 23 to carry out expansion digging, and air, water, and cement are supplied from the communication path 19. Pour milk, etc., and stir thoroughly by turning the mixture upside down to form a bulb.

次に、前記拡大堀りが終了したのちは、オーガ
スクリユーを引き上げれば、拡張翼片5,5の上
縁が中空杭の下端に当たり、中空杭との抵抗によ
り拡張翼片5,5は内部のコイル発条8に反発し
て押されて縮少し、そのまゝの状態で中空杭内を
引き上げられて引き抜くものである。
Next, after the enlarged excavation is completed, when the auger screw is pulled up, the upper edge of the expanded wing pieces 5, 5 will hit the lower end of the hollow pile, and due to the resistance from the hollow pile, the expanded wing pieces 5, 5 will be lifted up. It is pushed and retracted by the internal coil spring 8, and in that state is pulled up inside the hollow pile and pulled out.

なお、この考案は中空杭の建込みと同時に拡大
堀りする場合、また、オーガスクリユーの外周に
ケーシングオーガを外装して掘削する場合も当然
に実施するものである。
It should be noted that this idea can naturally be implemented when enlarging the excavation at the same time as erecting hollow piles, or when excavating with a casing auger attached to the outer periphery of the auger screw.

(考案の効果) 以上の如く、この考案によれば、掘削用の拡張
ヘツドが中空杭内部を通過する時には、確実に拡
張翼片を縮少された位置に維持できる為、杭内の
通過が敏速容易にできる効果と、ヘツド本体の僅
かな反回転により確実に拡張翼片が拡大し、能力
的に根球を造成する効果がある。
(Effects of the invention) As described above, according to this invention, when the expansion head for excavation passes through the inside of the hollow pile, the expansion wings can be reliably maintained in the reduced position, so that the passage inside the pile is prevented. The effect is quick and easy, and the slight counter-rotation of the head body ensures the expansion of the expanded winglets, effectively creating the root ball.

そして、ヘツド本体の躯体部の下部に設けた相
対向する拡張翼片と、その下端に装設した相対向
する回動カム鉤とによつて、該拡張翼片の縮少を
回動カム鉤の可動によつて容易確実に係止保持で
き、且つその係止操作が非常に簡単である効果が
ある。更に、前記回動カム鉤の上部を短片として
下部を長片とすることによつて、回動カム鉤は常
に長片を下にした正常の垂直位置を保持でき、且
つ反転方向に対して長片側が土砂に押圧されて確
実に可動すると共に、回動カム鉤の側面に設けた
係脱用の掛止突部も共に可動して拡張翼片との脱
離を確実すると云う優れた効果がある。
The expansion blades are retracted by the opposing expansion wing pieces provided at the lower part of the body of the head body and the opposing rotating cam hooks installed at the lower end of the expansion blades. The locking operation can be easily and reliably held by moving the locking member, and the locking operation is very simple. Furthermore, by making the upper part of the rotary cam hook a short piece and the lower part a long piece, the rotary cam hook can always maintain a normal vertical position with the long piece facing down, and also have a long piece with respect to the reversal direction. One side is pressed by the earth and sand and moves reliably, and the locking protrusion provided on the side of the rotary cam hook also moves together to ensure detachment from the extended wing piece, which is an excellent effect. be.

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

第1図はこの考案の拡張した状態の正面図、第
2図は第1図の下面図、第3図は縮少した状態の
側面図、第4図はコイル発条部分の欠除した横断
平面図、第5図は拡張翼片と回動カム鉤との係止
状態の斜面図、第6図は回動カム鉤の正面図であ
る。 符号Aはヘツド本体、1は躯体部、2は継手
部、5は拡張翼片、6は回動カム鉤、7は軸部、
8はコイル発条、9は固定部、10は発条被覆
蓋、11は固定杆、13は1端部、14は他端
部、16は短片、17は長片、18は掛止突部、
21は停止段部、23は停止部である。
Figure 1 is a front view of this device in an expanded state, Figure 2 is a bottom view of Figure 1, Figure 3 is a side view of the device in a contracted state, and Figure 4 is a cross-sectional plane with the coil spring portion removed. 5 is a perspective view of the extended wing piece and the rotary cam hook in a locked state, and FIG. 6 is a front view of the rotary cam hook. Symbol A is the head body, 1 is the main body, 2 is the joint, 5 is the extended wing piece, 6 is the rotary cam hook, 7 is the shaft,
8 is a coil spring, 9 is a fixing part, 10 is a spring covering lid, 11 is a fixing rod, 13 is one end, 14 is the other end, 16 is a short piece, 17 is a long piece, 18 is a latching protrusion,
21 is a stop step portion, and 23 is a stop portion.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] オーガスクリユー等のロード下端に着脱自在に
装着されるヘツド本体Aは、上部の継手部2と、
その下部の躯体部1とで構成され、前記躯体部1
の下部には、左右に拡大及び縮少する相対向する
拡張翼片5,5を中央の軸部7に嵌装し、該軸部
7の端部には、開放状態に附勢するコイル発条
8,8を収納固定し、前記拡張翼片5,,5の下
方には、拡張翼片5,5を拡大及び縮少する相対
向する回動カム鉤6,6を該拡張翼片5,5と直
交する可動軸15を以て軸着し、且つ該回動カム
鉤6,6には、上部に短片16を下部に長片17
を形成すると共に、側面に係脱用の掛止突部1
8,18を形成したことを特徴とする土中掘削用
拡張ヘツド。
The head body A, which is detachably attached to the lower end of a load such as an auger screw, has an upper joint part 2,
and a lower body part 1, said body part 1
In the lower part of the holder, opposed expansion wing pieces 5, 5 which expand and contract laterally are fitted into a central shaft part 7, and at the end of the shaft part 7 there is a coil spring which is energized into an open state. 8, 8 are housed and fixed, and below the expansion blades 5, 5, opposite rotating cam hooks 6, 6 for expanding and contracting the expansion blades 5, 5 are installed. The rotary cam hooks 6, 6 have a short piece 16 at the top and a long piece 17 at the bottom.
In addition to forming a latching protrusion 1 on the side surface for engagement and disengagement.
1. An expansion head for underground excavation, characterized in that it has a diameter of 8 and 18.
JP1985185821U 1985-12-02 1985-12-02 Expired JPH0227031Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1985185821U JPH0227031Y2 (en) 1985-12-02 1985-12-02

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1985185821U JPH0227031Y2 (en) 1985-12-02 1985-12-02

Publications (2)

Publication Number Publication Date
JPS6294187U JPS6294187U (en) 1987-06-16
JPH0227031Y2 true JPH0227031Y2 (en) 1990-07-23

Family

ID=31134808

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1985185821U Expired JPH0227031Y2 (en) 1985-12-02 1985-12-02

Country Status (1)

Country Link
JP (1) JPH0227031Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4638743B2 (en) * 2005-01-24 2011-02-23 三和機材株式会社 Magnifying head of drilling work rod

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5817835U (en) * 1981-07-27 1983-02-03 象印マホービン株式会社 coffee maker drip pipe

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5644877Y2 (en) * 1979-05-02 1981-10-20

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5817835U (en) * 1981-07-27 1983-02-03 象印マホービン株式会社 coffee maker drip pipe

Also Published As

Publication number Publication date
JPS6294187U (en) 1987-06-16

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