JPH0821175A - Excavator for foundation work of building - Google Patents

Excavator for foundation work of building

Info

Publication number
JPH0821175A
JPH0821175A JP17605994A JP17605994A JPH0821175A JP H0821175 A JPH0821175 A JP H0821175A JP 17605994 A JP17605994 A JP 17605994A JP 17605994 A JP17605994 A JP 17605994A JP H0821175 A JPH0821175 A JP H0821175A
Authority
JP
Japan
Prior art keywords
pile
foundation
excavator
ground
building
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.)
Granted
Application number
JP17605994A
Other languages
Japanese (ja)
Other versions
JP2879305B2 (en
Inventor
Fujio Itagaki
富士男 板垣
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 JP6176059A priority Critical patent/JP2879305B2/en
Publication of JPH0821175A publication Critical patent/JPH0821175A/en
Application granted granted Critical
Publication of JP2879305B2 publication Critical patent/JP2879305B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Earth Drilling (AREA)

Abstract

PURPOSE:To excavate the foundation pit of a building efficiently by mounting a spiral excavating blade on the outer circumference of a cylindrical body, in which a front end is opened, movably fitting the cylindrical body to a previously driven foundation pile, turning the cylindrical body and excavating the ground in the periphery of the pile. CONSTITUTION:When a pit for installing the footing of a building is dug around a foundation pile 4 driven into the ground, an excavator 1 with a spiral blade 3 having an excavating edge 6 and guide edges 7 on the outer circumference of a hollow shaft 2 is fitted movably on a pile head. The excavator 1 is rotated, the ground in the periphery of the pile 4 is excavated in specified depth, and the pit having a large diameter is formed. When the pit of the footing of the building is excavated by a power shovel, etc., the pile 4 is not a hindrance. Accordingly, a foundation pit can be dug out efficiently.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は地盤に打ち込まれた基礎
杭のまわりに、建築物の基礎を設けるための穴を掘る掘
削装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a digging device for digging a hole around a foundation pile driven into the ground to provide a foundation for a building.

【0002】[0002]

【従来の技術】建築物の基礎を設けるには基礎杭を建柱
車によって地盤に打ち込んだ後、基礎を設けるべき深さ
まで杭のまわりを掘り、露出した杭の上部(柱頭)を切
断し、その穴の中に基礎を設けている。
2. Description of the Related Art In order to set up a foundation for a building, after driving a foundation pile into the ground with a building column car, digging around the pile to the depth at which the foundation should be provided, and cutting the exposed upper part (caps) of the pile, The foundation is provided in the hole.

【0003】[0003]

【発明が解決しようとする課題】従来、基礎を設ける穴
はショベルカー等で掘っているが、ショベルカー等で基
礎杭のまわりに穴を掘るには杭が邪魔になって時間が掛
かるだけでなく、穴の径は必要以上に大なるものとな
り、基礎を設けた後の穴の埋め戻しにも手間が掛かる。
また、ショベルカーを導入する費用も掛かり、施工コス
トが嵩む。
Conventionally, a hole for providing a foundation has been dug with a shovel car or the like. However, when a hole is dug around a foundation pile with an shovel car or the like, it takes time because the pile is an obstacle. However, the diameter of the hole becomes larger than necessary, and it takes time to backfill the hole after the foundation is provided.
In addition, the cost of introducing a shovel car is high and the construction cost is high.

【0004】本発明の目的は基礎を設けるのに必要十分
な径の穴を、基礎杭のまわりに容易に掘削することがで
きる掘削装置を提供することにある。
An object of the present invention is to provide an excavating device capable of easily excavating a hole having a necessary and sufficient diameter for providing a foundation around a foundation pile.

【0005】[0005]

【課題を解決するための手段】本発明を実施するための
手段および実施態様は次のとおりである。
Means and Embodiments for carrying out the present invention are as follows.

【0006】<手段>外周に螺旋状の羽根を備え、上部
に回転駆動手段と接続させる接続部が形成された回転軸
を、下端が開口する筒状で、地盤に予め打ち込まれた基
礎杭の柱頭に嵌合する内径のもので構成する。
<Means> A rotary shaft having spiral blades on the outer periphery and a connecting portion for connecting to the rotation driving means formed on the upper portion is a tubular shape having an opening at the lower end and is preliminarily driven into the ground. Consists of an inner diameter that fits into the stigma.

【0007】<実施態様1>上記手段における回転軸の
下端寄り外周に、羽根の下端縁に続く垂直翼板を突設す
る。
<Embodiment 1> On the outer periphery of the rotating shaft near the lower end in the above means, a vertical blade continuing from the lower edge of the blade is provided in a protruding manner.

【0008】[0008]

【実施例】以下本発明の具体例を添付図面に基づいて詳
細に説明する。図1〜3は本発明に係る掘削装置のそれ
ぞれ正面図、平面図、底面図を示し、この掘削装置1は
回転軸2の外周に羽根3を螺旋状に設けたものとしてあ
る。
Embodiments of the present invention will be described below in detail with reference to the accompanying drawings. 1 to 3 show a front view, a plan view and a bottom view, respectively, of an excavating device according to the present invention. In this excavating device 1, blades 3 are spirally provided on the outer circumference of a rotary shaft 2.

【0009】しかして本発明に係る掘削装置の回転軸2
は下端が開口する筒状のものとしてあって、その内径
は、予め地盤に打ち込まれた基礎杭4の外径よりも若干
大なるものとしてあり、回転軸2を基礎杭4の柱頭に嵌
合できるようにしてある。
Therefore, the rotary shaft 2 of the excavator according to the present invention.
Has a cylindrical shape with an open lower end, and its inner diameter is slightly larger than the outer diameter of the foundation pile 4 that has been driven into the ground in advance, and the rotary shaft 2 is fitted to the stake of the foundation pile 4. I can do it.

【0010】回転軸2の上部には後述の回転駆動手段と
の接続部たる小径頭部5を形成してあって、小径頭部上
端の外周には回転駆動手段に係合する爪5a、5aを設
けてある。なお、図中の符号5bは掘削装置が回転駆動
手段からはずれないようロックピンを挿入するための孔
を示す。
A small-diameter head 5 is formed on the upper portion of the rotary shaft 2 as a connecting portion with a later-described rotary driving means, and claws 5a and 5a engaging with the rotary driving means are formed on the outer periphery of the upper end of the small-diameter head. Is provided. Reference numeral 5b in the drawing denotes a hole for inserting the lock pin so that the excavator does not come off from the rotation driving means.

【0011】回転軸2の外周に設けられた羽根3の下端
縁には地盤を掘削するための掘削刃6を羽根の傾斜に合
わせて所要の角度に設けてあり、また回転軸2の下端縁
には回転軸を地盤へ食い込ませるためのガイド刃7を下
方に向かって設けてある。
An excavating blade 6 for excavating the ground is provided at a required angle according to the inclination of the blade on the lower end edge of the blade 3 provided on the outer periphery of the rotating shaft 2, and the lower end edge of the rotating shaft 2 is provided. A guide blade 7 is provided on the bottom of the guide blade 7 for making the rotary shaft bite into the ground.

【0012】本実施例の掘削装置1は図4に示すよう
に、例えば鋼管杭を回転圧入する建柱車8に取り付けて
使用するようにしてあって、建柱車8のアーム9先端に
設けられた減速ギア10を掘削装置の回転駆動手段とす
る。
As shown in FIG. 4, the excavation device 1 of this embodiment is used by attaching it to a building column car 8 into which, for example, a steel pipe pile is rotationally press-fitted, and is provided at the tip of an arm 9 of the building column car 8. The reduction gear 10 thus obtained is used as the rotation driving means of the excavator.

【0013】図5、6は掘削装置1と減速ギア10の接
続部分を示すもので、減速ギア10には接続用アダプタ
11が設けられている。この接続アダプタは基礎杭の回
転圧入の際には杭の頭部と減速ギアを接続するためのも
ので、掘削装置にもそのまま使用する。
5 and 6 show a connecting portion between the excavating device 1 and the reduction gear 10. The reduction gear 10 is provided with a connection adapter 11. This connection adapter is for connecting the head of the pile and the reduction gear when the foundation pile is rotationally pressed in, and is used as it is for the excavator.

【0014】接続アダプタ11は小径頭部5の外径と径
をほぼ同じくする円盤状のもので、上面中央には減速ギ
ア10に嵌合させるための非円形状突起を設けてあり、
また外周面には小径頭部5の爪5a、5aと係合するア
ウタガイド11a、11aを設けてある。
The connection adapter 11 is a disk-shaped member having a diameter that is substantially the same as the outer diameter of the small-diameter head 5, and a non-circular projection for fitting the reduction gear 10 is provided at the center of the upper surface.
Further, outer guides 11a, 11a that engage with the claws 5a, 5a of the small-diameter head 5 are provided on the outer peripheral surface.

【0015】また、アダプタ11の下面中央にはインナ
ガイド13を垂下してあって、このインナガイド13に
は直径方向に孔13aをあけてあり、小径頭部5を直径
方向に連通する孔5bから挿入される抜け止め用のロッ
クピン14を通すようにしてある。
An inner guide 13 is hung at the center of the lower surface of the adapter 11, and a hole 13a is formed in the inner guide 13 in the diametrical direction, and a hole 5b for communicating the small-diameter head 5 in the diametrical direction. The lock pin 14 for preventing the slip-out is inserted from above.

【0016】建柱車8のアーム9を下方へ倒しながら減
速ギア10を回転駆動させると、接続用アダプタ11の
アウタガイド11a、11aが小径頭部5の爪5a、5
aに引っ掛かって回転軸2を回転させる。
When the reduction gear 10 is rotationally driven while the arm 9 of the overhead cart 8 is tilted downward, the outer guides 11a, 11a of the connecting adapter 11 cause the claws 5a, 5 of the small-diameter head 5 to move.
The rotary shaft 2 is rotated by being caught by a.

【0017】掘削装置1は羽根3の下端縁に設けられた
掘削刃6により地盤16を掘削するとともに、回転軸の
下端に設けられたガイド刃7が回転軸2を地盤に食い込
ませる。掘削された土砂は羽根3に沿って上方へ運ばれ
て排出され、基礎杭4のまわりが掘られる。
The excavator 1 excavates the ground 16 by the excavating blade 6 provided at the lower end edge of the blade 3, and the guide blade 7 provided at the lower end of the rotary shaft causes the rotary shaft 2 to bite into the ground. The excavated earth and sand are carried upward along the blades 3 and discharged, and the area around the foundation pile 4 is excavated.

【0018】次に、本発明に係る掘削装置を使用して建
築物の基礎を設ける手順の具体例を図7の(a) 〜(d) に
基づいて説明する。 (a) 基礎杭4を建柱車で回転圧入し、杭の下端を支持地
盤15まで打ち込む。 (b) 基礎杭4の上端から掘削装置1の回転軸2を被せて
嵌合し、杭4のまわりに基礎を設ける深さの穴を掘削す
る。 (c) 回転軸2を杭4から外し、穴16a内に突設してい
る杭の柱頭部分を切断する。 (d) 杭の上端を鉄板等の蓋17で塞ぎ、その上に基礎1
8を設け、基礎のまわりをモルタル19や土砂等で埋め
る。
Next, a specific example of the procedure for providing the foundation of a building using the excavating device according to the present invention will be described with reference to FIGS. 7 (a) to 7 (d). (a) The foundation pile 4 is rotationally press-fitted with a column car, and the lower end of the pile is driven to the support ground 15. (b) The upper end of the foundation pile 4 is covered with the rotary shaft 2 of the excavation device 1 and fitted, and a hole having a depth for providing a foundation is excavated around the pile 4. (c) Remove the rotating shaft 2 from the pile 4 and cut the stigma of the pile protruding in the hole 16a. (d) The top of the pile is covered with a lid 17 such as an iron plate, and the foundation 1 is placed on it.
8 is provided and the base is filled with mortar 19 and earth and sand.

【0019】上述した実施例においては羽根3の下端縁
に設けた掘削刃6が基礎杭4のまわりの地盤を掘削する
ものとしてあるが、杭まわりの地盤が例えば粘土質等の
特に軟弱なものである場合には図8、9に示すような掘
削装置を使用する。
In the above-mentioned embodiment, the excavating blade 6 provided on the lower end edge of the blade 3 excavates the ground around the foundation pile 4, but the ground around the pile is, for example, clay or the like, which is particularly soft. If so, an excavator as shown in FIGS. 8 and 9 is used.

【0020】この掘削装置20は下端が開口する筒状の
回転軸21における下端寄りの外周に、横幅を羽根24
の横幅と同じくする垂直翼板22を回転軸21の左右へ
突設したものとしてあって、この垂直翼板22は、内面
が回転軸21の外周に倣う中央凹部22aと固定板23
との間に回転軸21を挟み、ボルト23a、23aで固
定してあり、垂直翼板22の片側上縁は羽根24の下端
縁に続けてある。
The excavator 20 has a blade 24 having a lateral width on the outer periphery of the cylindrical rotary shaft 21 having an open lower end near the lower end.
The vertical blades 22 having the same width as that of the rotary shaft 21 are provided so as to project to the left and right of the rotary shaft 21. The vertical blades 22 have a central recess 22a whose inner surface follows the outer circumference of the rotary shaft 21 and a fixed plate 23.
The rotary shaft 21 is sandwiched between and by bolts 23a and 23a, and the upper edge of one side of the vertical blade 22 is continued to the lower edge of the blade 24.

【0021】この実施例のものでは、回転軸21を回転
させながら下方へ圧入すると、垂直翼板22が粘土を装
置の外周方向および上方へ押し、外周方向へ押された粘
土は水平方向に押し固められ、また上方へ押し上げられ
た粘土は羽根24の上面に沿って上方へ運ばれて穴の外
に排出される。
In this embodiment, when the rotary shaft 21 is rotated and press-fitted downward, the vertical blades 22 push the clay outward and upward of the apparatus, and the clay pushed outward is pushed horizontally. The clay that has been solidified and pushed upward is carried upward along the upper surface of the blade 24 and discharged out of the hole.

【0022】[0022]

【発明の効果】本発明に係る掘削装置は上述した構造の
ものとしてあるので、次の効果を奏し得る。回転軸を下
部開口の筒状のものとしてあり、予め地盤に打ち込まれ
た基礎杭の柱頭に嵌めて使用するように構成してあるの
で、穴を掘る際に基礎杭が邪魔にならず、基礎を設ける
のに必要十分な径の穴を容易に掘ることができる。
Since the excavating device according to the present invention has the above-mentioned structure, the following effects can be obtained. Since the rotating shaft has a cylindrical shape with a lower opening and is configured to be used by fitting it to the stigmas of a foundation pile that has been driven into the ground beforehand, the foundation pile does not get in the way when digging holes, It is possible to easily dig a hole having a diameter that is necessary and sufficient to provide the hole.

【0023】また、基礎杭が回転圧入杭である場合には
掘削装置の回転動力手段として、建柱車が回転圧入杭を
打設する際の回転動力をそのまま使用でき、ショベルカ
ー等を使用する必要がないので、施工費用の低減を期せ
る。
Further, when the foundation pile is a rotary press-fit pile, the rotary power of the excavator can be directly used as the rotary power for placing the rotary press-fit pile, and a shovel car or the like can be used. Since it is not necessary, it is possible to reduce the construction cost.

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

【図1】本発明に係る掘削装置の一実施例を示す正面
図。
FIG. 1 is a front view showing an embodiment of a drilling device according to the present invention.

【図2】同上の平面図。FIG. 2 is a plan view of the same.

【図3】同上の底面図。FIG. 3 is a bottom view of the above.

【図4】掘削装置の使用状態を示す図。FIG. 4 is a diagram showing a usage state of the excavator.

【図5】掘削装置と回転駆動手段の接続状態を示す一部
破断正面図。
FIG. 5 is a partially cutaway front view showing a connection state between the excavator and the rotation driving means.

【図6】同上の平面図。FIG. 6 is a plan view of the above.

【図7】基礎工事の施工手順を示す工程図。FIG. 7 is a process diagram showing a construction procedure for foundation work.

【図8】本発明に係る掘削装置の他の実施例を示す正面
図。
FIG. 8 is a front view showing another embodiment of the excavating device according to the present invention.

【図9】同上の底面図。FIG. 9 is a bottom view of the same.

【符号の説明】[Explanation of symbols]

1 掘削装置 2 回転軸 3 羽根 4 基礎杭 5 小径頭部 6 掘削刃 7 ガイド刃 8 建柱車 9 アーム 10 減速ギア 11 接続アダプタ 11a アウタガイド 12 接続用突起 13 インナガイド 14 ロックピン 15 支持地盤 16 地盤 16a 穴 17 蓋 18 基礎 19 モルタル 20 掘削装置 21 回転軸 22 垂直翼板 23 固定板 24 羽根 DESCRIPTION OF SYMBOLS 1 Excavator 2 Rotating shaft 3 Blade 4 Foundation pile 5 Small diameter head 6 Excavation blade 7 Guide blade 8 Construction column car 9 Arm 10 Reduction gear 11 Connection adapter 11a Outer guide 12 Connection protrusion 13 Inner guide 14 Lock pin 15 Support ground 16 Ground 16a Hole 17 Lid 18 Foundation 19 Mortar 20 Excavator 21 Rotational axis 22 Vertical blade 23 Fixed plate 24 Blade

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】外周に螺旋状の羽根を備え、上部に回転駆
動手段と接続させる接続部が形成された回転軸を、下端
が開口する筒状で、地盤に予め打ち込まれた基礎杭の柱
頭に嵌合する内径のもので構成してなる建築物の基礎工
事用掘削装置。
1. A stilt of a foundation pile, which has a cylindrical shaft having a spiral blade on the outer periphery and a connecting portion for connecting to a rotary driving means formed on the upper portion and which has a lower end opening and is preliminarily driven into the ground. An excavation device for foundation work of a building, which is constructed with an inner diameter that fits into the.
JP6176059A 1994-07-05 1994-07-05 Drilling equipment for building foundation work Expired - Fee Related JP2879305B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6176059A JP2879305B2 (en) 1994-07-05 1994-07-05 Drilling equipment for building foundation work

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6176059A JP2879305B2 (en) 1994-07-05 1994-07-05 Drilling equipment for building foundation work

Publications (2)

Publication Number Publication Date
JPH0821175A true JPH0821175A (en) 1996-01-23
JP2879305B2 JP2879305B2 (en) 1999-04-05

Family

ID=16007002

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6176059A Expired - Fee Related JP2879305B2 (en) 1994-07-05 1994-07-05 Drilling equipment for building foundation work

Country Status (1)

Country Link
JP (1) JP2879305B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012002042A (en) * 2010-06-21 2012-01-05 Daiwa House Industry Co Ltd Pile head cutting jig, pile peripheral ground digging jig and pile head cutting method using pile head cutting jig

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4850510A (en) * 1971-10-28 1973-07-17

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4850510A (en) * 1971-10-28 1973-07-17

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012002042A (en) * 2010-06-21 2012-01-05 Daiwa House Industry Co Ltd Pile head cutting jig, pile peripheral ground digging jig and pile head cutting method using pile head cutting jig

Also Published As

Publication number Publication date
JP2879305B2 (en) 1999-04-05

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