JP2586459Y2 - Drilling equipment - Google Patents

Drilling equipment

Info

Publication number
JP2586459Y2
JP2586459Y2 JP1991080749U JP8074991U JP2586459Y2 JP 2586459 Y2 JP2586459 Y2 JP 2586459Y2 JP 1991080749 U JP1991080749 U JP 1991080749U JP 8074991 U JP8074991 U JP 8074991U JP 2586459 Y2 JP2586459 Y2 JP 2586459Y2
Authority
JP
Japan
Prior art keywords
driving
digging
drum
drilling
pipe body
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 - Lifetime
Application number
JP1991080749U
Other languages
Japanese (ja)
Other versions
JPH0667591U (en
Inventor
明 服部
Original Assignee
池野通建株式会社
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 池野通建株式会社 filed Critical 池野通建株式会社
Priority to JP1991080749U priority Critical patent/JP2586459Y2/en
Publication of JPH0667591U publication Critical patent/JPH0667591U/en
Application granted granted Critical
Publication of JP2586459Y2 publication Critical patent/JP2586459Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Earth Drilling (AREA)

Description

【考案の詳細な説明】[Detailed description of the invention]

【0001】[0001]

【産業上の利用分野】本考案は、例えば、電力線や電話
線等の架空配線用の柱を建てるための穴掘装置に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a digging apparatus for constructing columns for overhead wiring such as power lines and telephone lines.

【0002】[0002]

【従来の技術】従来の建柱時の穴掘作業としては、人力
によるか機械力によっていた。人力による穴掘作業は過
酷で危険を伴うため、近年では次第に機械力に移行しつ
つあるが、これまでの穴掘機械は、図4に示すように、
建柱位置に適当な浅い穴を掘ったあと、穴掘建柱車Aの
ブームBにより吊り上げたアースオーガSの先端部を、
上記穴の中に入れて掘削位置がずれないようにしてか
ら、アースオーガSを回転させながら徐々に沈下させて
掘削し、所定深さに達したら、上記ブームBを引き上げ
てアースオーガSを引き抜いて穴を掘っていた。
2. Description of the Related Art Conventionally, drilling work at the time of building pillars has been performed manually or mechanically. Since drilling by human power is severe and dangerous, it has been gradually shifting to mechanical power in recent years. However, conventional drilling machines, as shown in FIG.
After digging a suitable shallow hole at the position of the pillar, the tip of the earth auger S lifted by the boom B of the digging pole car A,
After being inserted into the hole so that the excavation position does not shift, the earth auger S is gradually lowered and excavated while rotating, and when reaching a predetermined depth, the boom B is pulled up and the earth auger S is pulled out. I was digging a hole.

【0003】しかしながら、上記従来の機械による方法
は、機械の操作に熟練を要するだけでなく、施工現場の
道幅が狭かったり地盤が軟弱である場合には、このよう
な重機による施工は不可能となり、また、穴掘建柱車A
の車両の維持管理費が高くつく等の問題点があった。
[0003] However, the above-mentioned conventional machine method requires not only skill in operating the machine, but also makes it impossible to perform such heavy machine work when the road width at the construction site is narrow or the ground is soft. , And a digger A
There was a problem that the maintenance cost of the vehicle was expensive.

【0004】[0004]

【考案が解決しようとする課題】本考案は、上記従来の
問題点を解決するためになされたもので、その目的とす
るところは、装置が簡単で運搬や操作が容易であり、あ
らゆる場所で安全かつ迅速に穴掘り作業をすることがで
きる穴掘装置を提供することにある。
SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned conventional problems. The purpose of the present invention is to make the device simple, easy to carry and operate, and to be used anywhere. An object of the present invention is to provide a digging device capable of performing a digging operation safely and quickly.

【0005】[0005]

【課題を解決するための手段】 本考案の穴掘装置は、
掘削すべき穴の深さより少し長い長さを有し下端部が尖
った打込管体と、該打込管体の下方部に放射板を介して
取付けられた掘削ドラムから構成される穴掘装置におい
て、上記打込管体の中に打込棒を上方から摺動自在に差
し込むと共に、該打込棒の上部に重錘であるノッキング
ヘッドを設けたことを特徴とする。上記掘削ドラムが、
下方に広がったテーパー状に構成されていることも特徴
とする。また、上記該打込管体または打込棒の上部にブ
レーカー等の小型打込装置を取り付けたことも特徴とす
る。
[Means for Solving the Problems] The digging device of the present invention is:
Drilling consisting of a driving pipe having a length slightly longer than the depth of the hole to be drilled and having a sharp lower end, and a drilling drum mounted via a radiating plate below the driving pipe. The apparatus is characterized in that a driving rod is slidably inserted into the driving pipe from above, and a knocking head, which is a weight, is provided above the driving rod. The drilling drum is
It is also characterized in that it is configured in a tapered shape extending downward. Further, a small driving device such as a breaker is mounted on the driving tube or the driving rod.

【0006】[0006]

【実施例】以下、本考案の一実施例について図面を参照
しながら説明する。図1において、1は打込管体であっ
て、例えば、長さが1700mm程度で太さが50mm
φ程度の金属製パイプから成る。該打込管体1の下端部
1aは地中に貫入し易いように、先が次第に細くなって
尖っている。該打込管体1の上端部1bは開口してい
る。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the drawings. In FIG. 1, reference numeral 1 denotes a driving pipe body, for example, having a length of about 1700 mm and a thickness of 50 mm.
It consists of a metal pipe of about φ. The lower end 1a of the driving tube 1 is tapered and sharpened so that it can easily penetrate into the ground. The upper end 1b of the driving tube 1 is open.

【0007】上記打込管体1の下方部には、放射板2を
介して掘削ドラム3が一体的に取り付けられている。上
記放射板2は4枚に限定するものではなく、2枚以上の
いずれの枚数でもよいが、上記打込管体1の周囲に均等
にバランス良く放射状に配置するのが好ましい。該放射
板2の下方部2aは、上記掘削ドラム3より下方に露出
していると共に、その外側端縁は下方に窄まるように傾
斜して形成されている。
[0007] A drilling drum 3 is integrally attached to a lower portion of the driving tube 1 via a radiation plate 2. The number of the radiating plates 2 is not limited to four, and may be any number of two or more. The lower portion 2a of the radiating plate 2 is exposed below the excavating drum 3, and its outer edge is formed so as to be inclined so as to be narrowed downward.

【0008】上記掘削ドラム3は、穴掘り機能の主体的
な役割を果たすものであって、その外径は、掘削すべき
穴の内径、例えば、約250mmφ、約350mmφ、
約450mmφ等に形成されている。また、該掘削ドラ
ム3は、下方に僅か広がったテーパー状(例えば、傾斜
度2/100程度)をなしている。
The above-mentioned excavating drum 3 plays a main role of a digging function, and its outer diameter is the inner diameter of a hole to be dug, for example, about 250 mmφ, about 350 mmφ,
It is formed to about 450 mmφ or the like. The excavation drum 3 has a tapered shape (e.g., a slope of about 2/100) slightly spread downward.

【0009】4は打込棒であって、上記打込管体1内の
上端部1bの開口から内部に摺動自在に差し込まれてい
る。該打込棒4の上方部にはノッキングヘッド4aが一
体的に取り付けられている。本実施例のノッキングヘッ
ド4aは重錘となっていて、その慣性力による打込み効
果を期待するようになっている。
Reference numeral 4 denotes a driving rod, which is slidably inserted into the driving tube 1 through an opening at the upper end 1b. A knocking head 4a is integrally attached to an upper portion of the driving rod 4. The knocking head 4a of this embodiment is a weight, and is expected to achieve a driving effect due to its inertial force.

【0010】次に、上記実施例の装置による穴掘り作業
について、図2及び図3を参照しながら説明する。ま
ず、地面の掘削位置の中心に、上記打込管体1の下端部
1aを突き刺すと共に、該打込管体1を垂直に立てる。
Next, a digging operation by the apparatus of the above embodiment will be described with reference to FIGS. First, the lower end 1a of the driving pipe 1 is pierced into the center of the excavation position on the ground, and the driving pipe 1 is set upright.

【0011】上記打込棒4の上部にブレーカー(図示せ
ず)を取り付けて、上記打込棒4に下方向の衝撃力ある
いは振動を与えると、上記ノッキングヘッド4aの打込
慣性力を伴って、打込管体1が下方に打ち込まれる。
When a breaker (not shown) is attached to the upper part of the driving rod 4 and a downward impact force or vibration is applied to the driving rod 4, the driving inertia force of the knocking head 4a accompanies the driving force. The driving tube 1 is driven downward.

【0012】上記打込管体1が打ち込まれると、図2に
示すように、これと一体になっている掘削ドラム3が地
中に貫入する。該掘削ドラム3の貫入に伴って、掘削土
G′が、円柱状に掘削分離される。尚、上記放射板2
は、上記貫入に際して掘削ドラム3が土G中に真っ直ぐ
に貫入できるように誘導する機能を有する。
When the driving tube 1 is driven, as shown in FIG. 2, the excavating drum 3 integrated therewith penetrates into the ground. With the penetration of the excavating drum 3, the excavated soil G 'is excavated and separated into a columnar shape. The radiation plate 2
Has a function of guiding the excavating drum 3 to penetrate straight into the soil G during the above-mentioned penetration.

【0013】所定の深さ(例えば、1.2m程度)に掘
削されたら、適宜引抜き機(図示せず)のフックを打込
管体1の上端部1bに付設した掛止部1cに引っ掛け
て、図3に矢印で示すように引く抜くと、上記掘削ドラ
ム3は掘削土G′を伴って引き上げられる。掘削ドラム
3を引き上げた後の土G中には、掘削穴Hが形成され
て、この中に適宜柱(図示せず)を建て込む。尚、上記
放射板2は上記掘削ドラム3の引き上げに際して、掘削
土G′がこれに付着して掘削穴H内に落下するのを防止
する機能も有する。
When the excavation is performed to a predetermined depth (for example, about 1.2 m), a hook of a drawing machine (not shown) is appropriately hooked on a hook 1c attached to the upper end 1b of the driving pipe 1. 3, the excavating drum 3 is pulled up with excavated soil G '. After the excavation drum 3 is lifted, excavation holes H are formed in the soil G, and columns (not shown) are appropriately erected therein. The radiation plate 2 also has a function of preventing the excavated soil G 'from adhering to the excavation drum 3 and dropping into the excavation hole H when the excavation drum 3 is lifted.

【0014】 上記実施例では、打込棒にブレーカー等
の小型の打込装置を取り付けて穴掘り作業を行なうよう
にしたが、本考案はこれに限定するものではなく、該打
込装置を打込管体1の上部に直接取り付けてもよい。地
盤の掘削抵抗が小さい場合には、上記打込装置を省略し
て、打込棒4のノッキングヘッド4aを落下させたり、
打込管体1の掛止部1cにロープ等を掛けて下方に引き
込んだりして、打込管体1を打込んでもよい。
In the above embodiment, a small driving device such as a breaker is attached to the driving rod to perform the digging work. However, the present invention is not limited to this. It may be directly attached to the upper part of the pipe body 1. When the excavation resistance of the ground is small, the above-described driving device is omitted, the knocking head 4a of the driving rod 4 is dropped,
The driving pipe 1 may be driven by hanging a rope or the like on the hook portion 1c of the driving pipe 1 and pulling it downward.

【0015】[0015]

【考案の効果】 打込棒およびノッキングヘッドを打込
管体に摺動自在に設けることにより、打込み効果を向上
せしめることができ、その結果、硬質土でも容易かつ迅
速に穴掘り作業ができる。
[Effect of the Invention] By providing the driving rod and the knocking head slidably in the driving pipe body, the driving effect can be improved, and as a result, drilling work can be performed easily and quickly even on hard soil.

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

【図1】本考案の穴掘装置の一実施例を示す斜視図であ
る。
FIG. 1 is a perspective view showing an embodiment of a digging device of the present invention.

【図2】穴掘り作業の説明図である。FIG. 2 is an explanatory diagram of a digging operation.

【図3】穴掘装置の引上げ説明図である。FIG. 3 is an explanatory view of pulling up a digging device.

【図4】従来の機械による穴掘作業の説明図である。FIG. 4 is an explanatory diagram of a digging operation by a conventional machine.

【符号の説明】[Explanation of symbols]

1 打込管体 1a 下端部 1b 上端部 1c 掛止部 2 放射板 2a 下方部 3 掘削ドラム 4 打込棒 4a ノッキングヘッド G 土 G′ 掘削土 H 掘削穴 DESCRIPTION OF SYMBOLS 1 Driving pipe 1a Lower end 1b Upper end 1c Hook 2 Radiating plate 2a Lower 3 Drilling drum 4 Driving rod 4a Knocking head G Soil G 'Excavated soil H Excavated hole

Claims (3)

(57)【実用新案登録請求の範囲】(57) [Scope of request for utility model registration] 【請求項1】掘削すべき穴の深さより少し長い長さを有
し下端部が尖った打込体と、該打込管体の下方部に放
射板を介して取付けられた掘削ドラムから構成される穴
掘装置において、上記打込管体の中に打込棒を上方から
摺動自在に差し込むと共に、該打込棒の上部に重錘であ
るノッキングヘッドを設けたことを特徴とする穴掘装
置。
1. A driving pipe body having a length slightly longer than the depth of a hole to be drilled and having a sharpened lower end, and a driving drum attached to a lower portion of the driving pipe body via a radiation plate. In the drilling apparatus thus configured, a driving rod is slidably inserted into the driving pipe body from above, and a knocking head, which is a weight, is provided above the driving rod. Drilling equipment.
【請求項2】 上記掘削ドラムが、下方に広がったテー
パー状に構成されていることを特徴とする請求項1に記
載の穴掘装置。
2. The digging apparatus according to claim 1, wherein the digging drum is formed in a tapered shape extending downward.
【請求項3】 上記該打込管体または打込棒の上部にブ
レーカー等の小型打込装置を取り付けたことを特徴とす
る請求項1または2に記載の穴掘装置。
3. The drilling device according to claim 1, wherein a small driving device such as a breaker is mounted on the driving tube or the driving rod.
JP1991080749U 1991-09-10 1991-09-10 Drilling equipment Expired - Lifetime JP2586459Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1991080749U JP2586459Y2 (en) 1991-09-10 1991-09-10 Drilling equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1991080749U JP2586459Y2 (en) 1991-09-10 1991-09-10 Drilling equipment

Publications (2)

Publication Number Publication Date
JPH0667591U JPH0667591U (en) 1994-09-22
JP2586459Y2 true JP2586459Y2 (en) 1998-12-09

Family

ID=13727055

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1991080749U Expired - Lifetime JP2586459Y2 (en) 1991-09-10 1991-09-10 Drilling equipment

Country Status (1)

Country Link
JP (1) JP2586459Y2 (en)

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2925235B2 (en) * 1990-04-21 1999-07-28 ポリプラスチックス株式会社 Automatic washing and drying equipment for moving containers with lids
JPH075883B2 (en) * 1990-04-21 1995-01-25 日亜化学工業株式会社 Regeneration method of phosphor

Also Published As

Publication number Publication date
JPH0667591U (en) 1994-09-22

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