JP6232532B1 - Manual well digging equipment and well digging method using the same - Google Patents

Manual well digging equipment and well digging method using the same Download PDF

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JP6232532B1
JP6232532B1 JP2017080934A JP2017080934A JP6232532B1 JP 6232532 B1 JP6232532 B1 JP 6232532B1 JP 2017080934 A JP2017080934 A JP 2017080934A JP 2017080934 A JP2017080934 A JP 2017080934A JP 6232532 B1 JP6232532 B1 JP 6232532B1
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西田 稔
稔 西田
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稔 西田
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Abstract

【課題】作業者の体力や土壌地盤の硬さに合わせて掘削手段を任意に選択できる手動式の井戸掘り装置とそれを使用した井戸掘り方法の提供を図る。【解決手段】手動式の杭打具と、複数の掘鉄管と、該掘鉄管の先端にパイプニップルを介して連結される突き棒鉄管と、土壌回収鉄管と、逆止弁付鉄管と、で構成される井戸掘り装置であって、該杭打具は、所要の長さを有するハンマー筒体と、該ハンマー筒体に装着される複数のウエイトと、把持部で成り、掘鉄管は、所定の長さを有する鉄パイプから成り、突き棒鉄管は、外筒部には複数の通水穴を穿設し、下端には突き棒先端部が形成される所定の長さを有する鉄パイプから成り、土壌回収鉄管は、外筒部長手方向には複数の差し込み長孔を形成し、下端には開口部が形成される所定の長さを有する鉄パイプから成り、逆止弁付鉄管は、下端開口部には逆止弁を備える所定の長さを有する鉄パイプから成る手段を採る。【選択図】図1An object of the present invention is to provide a manual well digging apparatus capable of arbitrarily selecting a digging means in accordance with a worker's physical strength and the hardness of soil ground and a well digging method using the same. SOLUTION: A manual pile driving tool, a plurality of digging iron pipes, a chamfer iron pipe connected to the tip of the digging iron pipe through a pipe nipple, a soil recovery iron pipe, and a check pipe iron pipe In the well digging apparatus, the pile driving tool is composed of a hammer cylinder having a required length, a plurality of weights attached to the hammer cylinder, and a gripping portion. The thrust bar iron pipe is formed from an iron pipe having a predetermined length in which a plurality of water passage holes are formed in the outer cylinder portion and a tip end portion of the thrust rod is formed at the lower end. The soil recovery iron pipe is composed of an iron pipe having a predetermined length in which a plurality of insertion long holes are formed in the outer cylinder portion longitudinal direction and an opening is formed at the lower end. A means comprising an iron pipe having a predetermined length provided with a check valve is adopted at the lower end opening. [Selection] Figure 1

Description

本発明は、作業者の体力や土壌地盤の硬さに合わせて掘削手段を任意に選択できる手動式の井戸掘り装置とそれを使用した井戸掘り方法に関する。   The present invention relates to a manual well digging apparatus capable of arbitrarily selecting a digging means in accordance with the physical strength of an operator and the hardness of soil ground, and a well digging method using the same.

従来における井戸掘り手段としては、油圧、水圧、電動、重機を利用した機械的手段と、T字形スクリュー、挟み込みスコップ、打撃ハンマー、スコップ、スライドハンマー、櫓などを利用した手動的手段など多種多様の井戸掘り装置ならびに井戸掘り手段が日常的に広く使用されている。   Conventional well digging means include a variety of mechanical means using hydraulic, hydraulic, electric, heavy machinery, and manual means using T-shaped screws, pinching scoops, hammers, scoops, slide hammers, scissors, etc. Well digging equipment and well digging means are widely used on a daily basis.

しかしながら、上記における機械的手段は、装置自体が大型化ならびに重量化になると共に、その操作方法に関しても熟練された操作技能ならびに運転資格を有する井戸掘り業者に依頼しなければならず、さらにまた井戸掘り費用においても高額化となるものであった。一方、手動的な手段においては、比較的低費用で掘削することができるが、作業の時間の長期化ならびに重労働の負担を大きく強いられるものであった。   However, the mechanical means in the above increase the size and weight of the device itself, and also have to ask a well digger who has a skillful operation skill and operation qualification for the operation method, and also the well. The digging cost was also high. On the other hand, with manual means, excavation can be performed at a relatively low cost, but the work time is prolonged and the burden of heavy labor is greatly forced.

上記の問題点を解決する方法としては、一人作業による簡易的な装置で杭打ちができる手動式の杭打具を利用した井戸掘り手段を選択する方法が考えられる。   As a method for solving the above-mentioned problems, a method of selecting a well digging means using a manual pile driving tool that can be piled with a simple device by one person can be considered.

上記における手動式の杭打具の提案としては、例えば、上下に長い直管状のハンマ−筒の外面に少なくとも一対のハンドル棒を固定する。ハンマ−筒の上端に平坦な打撃面を備えたストライカ−を固定する。ハンマ−筒を杭の上部に外嵌し、外嵌状態を維持したままで杭打具を打ち降ろし操作し、杭を打ち込む構造を有して一人の作業者のみで杭打ちを開始できること、杭に欠け落ちや割れなどの打ち傷を生じないこと、打ち損じによる補助作業者の負傷を避けられることなど、杭打ち作業を能率よく、安全に行えるようにした「杭打具」(特許文献1)が提案され、公知技術となっている。   As a proposal of the manual type pile driving tool in the above, for example, at least a pair of handle bars are fixed to the outer surface of a straight tubular hammer tube that is long in the vertical direction. A striker having a flat striking surface is fixed to the upper end of the hammer tube. A hammer-cylinder is fitted on the top of the pile, and the pile driving tool is driven down and operated while maintaining the fitted condition, and the pile can be driven by only one operator. "Pile hitting tool" that can perform pile driving work efficiently and safely, such as not causing damage such as chipping or cracking, and avoiding injury of auxiliary workers due to damage (Patent Document 1) Has been proposed and is a known technique.

また、杭に嵌挿させると共に、嵌挿時に杭の頭部が衝止する天井部を備えた金属製の本体部に、この本体部を上下操作するための把手と、この本体部の荷重を増大させるための重りとを形成する。上記の把手を本体部の左右位置に本体部の長手方向に沿って形成する。上記の重り部を本体部と同心状に形成する構造を有して、杭の頭部を壊すことなく、杭を真直ぐに、簡単、迅速、且つ楽に打つことができ、又長い杭の場合でも踏み台を必要とすることなく、杭を設置できるようにした「手動式の杭打ち器具」(特許文献2)が提案され、公知技術となっている。   In addition, a handle for moving the main body up and down, and a load on the main body on the metal main body with a ceiling that is inserted into the pile and the head of the pile stops at the time of insertion. Form a weight to increase. The above-mentioned handle is formed along the longitudinal direction of the main body at the left and right positions of the main body. It has a structure that forms the above-mentioned weight part concentrically with the main body part, and can hit the pile straight, easily, quickly, and easily without breaking the head of the pile. A “manual pile driving device” (Patent Document 2) that allows a pile to be installed without requiring a step is proposed and has become a publicly known technique.

しかしながら、上記における手動式の杭打具を使用した何れの提案も、地中に杭を打ち込むための機能ならびに手段に限定されるもので、井戸掘り装置としての機能ならびに手段を備えていないものであり、さらにウエイト調整がハンマー本体内に装着されるウエイトに限定されることから、作業者の体力や打ち込む土壌地盤の硬さに合わせてウエイト調整ができないといった問題があるものだった。   However, any proposal using the manual pile driving tool in the above is limited to the function and means for driving the pile into the ground, and does not have the function and means as a well digging device. Furthermore, since the weight adjustment is limited to the weight mounted in the hammer body, there is a problem that the weight adjustment cannot be performed according to the physical strength of the worker and the hardness of the soil ground to be driven.

また、手動式の井戸掘り具の提案としては、例えば、風圧で土砂を井戸掘り器に取り込むことができる「打ち抜き井戸掘り器」(特許文献3)や、地下水を積極的に利用し上水道の節約を図ることができる「打抜き井戸掘り具」(特許文献4)が提案され、公知技術となっている。   Moreover, as a proposal of a manual-type well digging tool, for example, the "punching well digger" (patent document 3) which can take earth and sand into a well digger by wind pressure, and a groundwater is used actively, and water-saving is saved. "Punching well digging tool" (Patent Document 4) capable of achieving the above has been proposed and is a publicly known technique.

しかしながら、上記における手動式の井戸掘り具の何れの提案も、作業者の体力や土壌地盤の硬さに合わせて掘削手段を任意に選択することができる機能を備える井戸掘り装置ではなかった。   However, none of the proposals for the manual well digging tool described above has been a well digging apparatus having a function capable of arbitrarily selecting a digging means in accordance with the physical strength of the worker and the hardness of the soil ground.

本出願人は、一般家庭のユーザーによって容易且つ簡単に井戸掘りができる井戸掘り装置が未だ提供されていない現実と、自宅の庭や菜園に使用する井戸水の利用需要が高いことに着目し、軽量且つ安価であると共に、使い勝手の良い井戸掘り装置が提供できないものかという着想の下、作業者の体力や土壌地盤の硬さに合わせてウエイト調整ができる手動式の井戸掘り装置を開発し、本発明における「手動式の井戸掘り装置とそれを使用した井戸掘り方法」の提案に至るものである。   The present applicant pays attention to the fact that a well digging device that can easily and easily dig wells is not yet provided by users in ordinary households, and that there is a high demand for well water used in home gardens and vegetable gardens. Based on the idea of providing a well drilling device that is inexpensive and easy to use, we developed a manual well drilling device that can adjust the weight according to the physical strength of the worker and the hardness of the soil ground. This leads to the proposal of the “manual well digging apparatus and the well digging method using the same” in the invention.

実開平7−25036号公報Japanese Utility Model Publication No. 7-25036 特開平11−293673号公報JP-A-11-293673 特開2015−010468号公報JP, 2015-010468, A 実用新案登録第3028383号公報Utility Model Registration No. 3028383

本発明は上記問題点を鑑み、作業者の体力や土壌地盤の硬さに合わせて掘削手段を任意に選択できる手動式の井戸掘り装置とそれを使用した井戸掘り方法の提供を図ることを課題とする。   In view of the above-mentioned problems, the present invention aims to provide a manual well digging apparatus that can arbitrarily select a digging means according to the physical strength of the worker and the hardness of the soil ground, and a well digging method using the same. And

本発明は上記課題を解決するためになされるもので、本発明における手動式の井戸掘り装置は、手動式の杭打具と、複数の掘鉄管と、該掘鉄管の先端に内ネジ管継ぎ手を介して連結される突き棒鉄管と、土壌回収鉄管と、逆止弁付鉄管と、で構成される手動式の井戸掘り装置であって、前記杭打具は、所要の長さを有するハンマー筒体と、該ハンマー筒体に装着される複数のウエイトと、で構成され、該ハンマー筒体の外筒部の側面には、ウエイトを着脱自在に装着する係止・固定手段を備えると共に、長手方向に延設して上下操作を可能にする把手部を左右対称に突設して成り、前記掘鉄管は、上下端内筒部には連結ネジ部が形成される所定の長さを有する鉄パイプから成り、前記突き棒鉄管は、上端内筒部には連結ネジ部を形成すると共に、外筒部には複数の通水穴を穿設し、下端には突き棒先端部が形成される所定の長さを有する鉄パイプから成り、前記土壌回収鉄管は、上端内筒部には連結ネジ部を形成すると共に、外筒部長手方向には複数の差し込み長孔を形成し、下端には開口部が形成される所定の長さを有する鉄パイプから成り、前記逆止弁付鉄管は、上端内筒部には連結ネジ部を形成すると共に、下端開口部には逆止弁を備える所定の長さを有する鉄パイプから成る手段を採る。 The present invention is intended to be made in order to solve the above problems, well digging device manual in the present invention includes a manually operated pile member, a plurality of drilling iron pipe and, said digging internal thread fitting the tip of the iron pipe A manual well digging device composed of a strut iron pipe, a soil recovery iron pipe, and a check valve-equipped iron pipe that are connected via a hammer, and the pile hitting tool is a hammer having a required length. The cylinder body and a plurality of weights attached to the hammer cylinder body are provided with locking / fixing means for detachably attaching weights on the side surface of the outer cylinder portion of the hammer cylinder body, The digging iron pipe has a predetermined length in which a connecting screw portion is formed in the upper and lower end inner cylinder portion, and a handle portion that extends in the longitudinal direction and that can be operated up and down is provided symmetrically. It consists of an iron pipe. The outer cylinder portion is formed with an iron pipe having a predetermined length in which a plurality of water passage holes are drilled and a tip end portion is formed at the lower end, and the soil recovery iron pipe is formed on the upper end inner cylinder portion. The iron pipe with a check valve is formed of an iron pipe having a predetermined length in which a connecting screw part is formed, a plurality of insertion long holes are formed in the longitudinal direction of the outer cylinder part, and an opening is formed at the lower end. Adopts a means comprising an iron pipe having a predetermined length provided with a connecting screw part at the upper inner cylinder part and provided with a check valve at the lower end opening part.

また、本発明における手動式の井戸掘り装置は、前記杭打具の上方部に吊持用の吊フックを設けた手段を採る。   Moreover, the manual well digging apparatus in this invention takes the means which provided the hanging hook for suspension in the upper part of the said pile driving tool.

また、本発明における手動式の井戸掘り装置は、前記ハンマー筒体の把手部の内側に段階的に把持できる水平把手部を設けた手段を採る。   Further, the manual well digging apparatus according to the present invention employs means in which a horizontal handle portion that can be gripped stepwise is provided inside the handle portion of the hammer cylinder.

また、本発明における手動式の井戸掘り装置とそれを使用した井戸掘り方法は、前記請求項1〜請求項3記載の手動式の井戸掘り装置を使用した井戸掘り方法であって、通常硬さの土壌地盤ならびに砂利層地盤での掘削作業では、連結される前記掘鉄管の先端部に前記突き棒鉄管を連結して打ち抜きしながら掘削し、硬い土壌地盤での掘削作業では、連結される前記掘鉄管の先端部に土壌回収鉄管を連結して硬い土壌を回収しながら掘削し、泥層地盤での掘削作業では、連結される前記掘鉄管の先端部に逆止弁付鉄管を連結して泥層を回収しながら掘削し、さらに、作業者の体力がない場合ならびに長時間作業時での掘削作業では、前記杭打具に装着される複数のウエイトの数量を増減させて掘削する手段を採る。 Moreover, the manual well digging apparatus and the well digging method using the same in the present invention are well digging methods using the manual well digging apparatus according to claims 1 to 3, and usually have a hardness. In the excavation work on the soil ground and the gravel layer ground, the excavation work is performed by connecting the tip iron pipe to the tip of the excavated iron pipe and punching, and the excavation work on the hard soil ground is connected. Drilling while collecting the hard soil by connecting the soil recovery iron pipe to the tip of the digging iron pipe , and in excavation work on the mud layer ground, connect the iron pipe with check valve to the tip of the digging iron pipe to be connected Excavation while collecting the mud layer, and further, means for excavating by increasing or decreasing the number of the plurality of weights mounted on the pile hitting tool in the case where there is no worker's physical strength and in the long-time excavation work take.

本発明の手動式の井戸掘り装置によれば、井戸掘り装置が小型軽量で電気や油圧による駆動力を必要としないことから、井戸を掘削する場所を選ばないと共に、電力が供給されない場所や大型機械が設置できないような狭い場所や軟弱な場所であっても井戸掘り作業が容易にできるといった優れた効果を奏する。   According to the manual well digging apparatus of the present invention, the well digging apparatus is small and light and does not require electric or hydraulic driving force. There is an excellent effect that the well digging work can be easily performed even in a narrow place or a soft place where the machine cannot be installed.

また、本発明の手動式の井戸掘り装置によれば、杭打具のウエイト調整が、ハンマー筒体の内筒内に複数設けられることで、作業者の体力ならびに地盤の硬さに合わせてウエイト調整が容易にできるといった優れた効果を奏する。   Further, according to the manual well digging apparatus of the present invention, the weight adjustment of the pile driving tool is provided in the inner cylinder of the hammer cylinder so that the weight can be adjusted according to the physical strength of the operator and the hardness of the ground. There is an excellent effect that adjustment is easy.

また、本発明の手動式の井戸掘り装置によれば、杭打具が、ハンマー筒体と該ハンマー筒体の内筒部に挿嵌されるウエイトのみの簡易構造で構成されていることから、運搬ならびに収納が容易であるといった優れた効果を奏する。   In addition, according to the manual well digging apparatus of the present invention, the pile driving tool is configured with a simple structure of only the weight inserted into the hammer cylinder and the inner cylinder portion of the hammer cylinder, There is an excellent effect that transportation and storage are easy.

また、本発明の手動式の井戸掘り装置によれば、本体自体が小型軽量で製品価格が安価であることから、一般家庭の園芸用品としてや井戸掘り業者以外の井戸掘り用の装置として幅広く使用できるといった優れた効果を奏する。   In addition, according to the manual well digging apparatus of the present invention, since the main body itself is small and light and the product price is low, it is widely used as garden equipment for general households or as a well digging apparatus other than a well digger. There is an excellent effect of being able to.

また、本発明の手動式の井戸掘り装置によれば、ハンマー筒体またはウエイトの上端面に吊持用の吊フックを設けることによって、簡易的な三点支持の櫓を組んで打ち下ろす工法を採ることができることによって、長時間に亘る井戸掘り作業が容易にできるといった優れた効果を奏する。   In addition, according to the manual well digging apparatus of the present invention, by providing a suspension hook on the upper end surface of the hammer cylinder or the weight, a method of constructing a simple three-point support hook and downing By being able to be taken, there is an excellent effect that a well digging operation for a long time can be easily performed.

また、本発明の手動式の井戸掘り装置によれば、ハンマー筒体の把手部の内側に段階的に把持することができる水平把手部を設けることによって、ハンマー筒体を打ち込む高さの変化に合わせて把持する箇所を持ち直すことで作業労働の軽減化が図れるといった優れた効果を奏する。   Further, according to the manual well digging apparatus of the present invention, by providing a horizontal handle portion that can be gripped stepwise inside the handle portion of the hammer tube body, the height of the hammer tube body to be driven can be changed. There is an excellent effect that work labor can be reduced by holding the gripping part together.

本発明の手動式の井戸掘り装置における実施形態を示す説明図である。(実施例1)It is explanatory drawing which shows embodiment in the manual type well digging apparatus of this invention. Example 1 本発明の手動式の井戸掘り装置におけるその他の実施形態を示す説明図である。(実施例2)It is explanatory drawing which shows other embodiment in the manual type well digging apparatus of this invention. (Example 2) 本発明の手動式の井戸掘り装置におけるその他の実施形態を示す説明図である。(実施例3)It is explanatory drawing which shows other embodiment in the manual type well digging apparatus of this invention. (Example 3) 本発明の手動式の井戸掘り装置を使用した井戸掘り方法における通常硬さの土壌地盤ならびに砂利層地盤での掘削作業状態を示す説明図である。(実施例4)It is explanatory drawing which shows the excavation work state in the soil ground of normal hardness and the gravel layer ground in the well digging method using the manual well digging apparatus of this invention. Example 4 本発明の手動式の井戸掘り装置を使用した井戸掘り方法における硬い土壌地盤での掘削作業状態を示す説明図である。It is explanatory drawing which shows the excavation work state in the hard soil ground in the well digging method using the manual type well digging apparatus of this invention. 本発明の手動式の井戸掘り装置を使用した井戸掘り方法における泥層地盤での掘削作業状態を示す説明図である。It is explanatory drawing which shows the excavation work state in the muddy ground in the well digging method using the manual type well digging apparatus of this invention. 本発明の手動式の井戸掘り装置を使用した井戸掘り方法におけるその他の作業状態を示す説明図である。It is explanatory drawing which shows the other working state in the well digging method using the manual type well digging apparatus of this invention.

本発明における手動式の井戸掘り装置10は、手動式の杭打具20と、複数の掘鉄管30と、該掘鉄管30の先端に内ネジ管継ぎ手71を介して連結される突き棒鉄管40と、土壌回収鉄管50と、逆止弁付鉄管60と、で構成される手段を採ったことを最大の特徴とする。以下、本発明の実施形態を図面に基づいて説明する。 Well digging device 10 manually actuated in the present invention, plunger iron pipe 40 to a pile member 20 of the manual, a plurality of drilling iron pipe 30 is connected via an internal thread fitting 71 at the tip of the drilling iron pipe 30 The most characteristic feature is that a means constituted of a soil recovery iron pipe 50 and a check valve-equipped iron pipe 60 is employed. Hereinafter, embodiments of the present invention will be described with reference to the drawings.

尚、本発明の手動式の井戸掘り装置10とそれを使用した井戸掘り方法は、以下に述べる実施例に限定されるものではなく、本発明の技術的思想の範囲内、すなわち同一の作用効果を発揮できる形状及び寸法の範囲内で適宜変更することができる。   The manual well digging apparatus 10 and the well digging method using the same according to the present invention are not limited to the embodiments described below, and are within the scope of the technical idea of the present invention, that is, the same operational effects. Can be appropriately changed within the range of the shape and size that can exhibit the above.

図1は、本発明の手動式の井戸掘り装置における実施形態を示す説明図である。本発明の手動式の井戸掘り装置10は、手動式の杭打具20と、複数の掘鉄管30と、該掘鉄管30の先端に内ネジ管継ぎ手71を介して連結される突き棒鉄管40と、土壌回収鉄管50と、逆止弁付鉄管60と、で構成される。 FIG. 1 is an explanatory view showing an embodiment of the manual well digging apparatus of the present invention. Manual well digging device 10 of the present invention, plunger iron pipe 40 to a pile member 20 of the manual, a plurality of drilling iron pipe 30 is connected via an internal thread fitting 71 at the tip of the drilling iron pipe 30 And a soil recovery iron pipe 50 and a check valve-equipped iron pipe 60.

杭打具20は、所要の長さを有するハンマー筒体21と、該ハンマー筒体21に装着される複数のウエイト23を有する金属製のパイプ管で形成され、該ハンマー筒体21の外筒部の側面には、ウエイト23を着脱自在に装着する係止・固定手段22を備えると共に、長手方向に延設して上下操作を可能にする把手部25を左右対称に突設して形成される。   The pile hitting tool 20 is formed of a hammer cylinder 21 having a required length and a metal pipe pipe having a plurality of weights 23 attached to the hammer cylinder 21, and the outer cylinder of the hammer cylinder 21 is formed. On the side surface of the unit, there are provided locking / fixing means 22 for detachably attaching the weight 23, and a handle portion 25 extending in the longitudinal direction and enabling vertical operation is formed by projecting symmetrically. The

係止・固定手段22は、その構造は特に限定するものではないが、例えば、図示されるようなスライド長孔22aと、落とし込み穴22bと、係止ネジ穴22cと、ねじ込み係止ピン22eと、で構成される。   The structure of the locking / fixing means 22 is not particularly limited. For example, a slide long hole 22a, a drop hole 22b, a locking screw hole 22c, and a screwing locking pin 22e as shown in the drawing are used. , Composed of.

スライド長孔22aは、ウエイト23を貫通するねじ込み係止ピン22eが上下に移動してハンマー筒体21のスライド量を調整する目的で設けられる。   The slide long hole 22a is provided for the purpose of adjusting the slide amount of the hammer cylinder 21 by moving the screw locking pin 22e penetrating the weight 23 up and down.

落とし込み穴22bは、ウエイト23を貫通するねじ込み係止ピン22eの頭部が落とし込まれる穴で、所定の間隔を空けて複数設けられることで、複数のウエイト23を一定の位置に係止させておく役目を果たす。   The drop holes 22b are holes into which the heads of the screw lock pins 22e penetrating the weights 23 are dropped. A plurality of drop holes 22b are provided at predetermined intervals so that the plurality of weights 23 are locked at fixed positions. It plays a role to keep.

係止ネジ穴22cは、ウエイト23を貫通するねじ込み係止ピン22eの先端に設けられたネジ部22fが螺合されるネジ穴で、打ち込む際にウエイト23をハンマー筒体21の内筒内における移動や、脱落を防止するために確実に固定させる役割を果たす。   The locking screw hole 22c is a screw hole into which the screw portion 22f provided at the tip of the screwing locking pin 22e penetrating the weight 23 is screwed. When the driving screw 23 is driven, the weight 23 is placed in the inner cylinder of the hammer cylinder 21. It plays a role of securely fixing to prevent movement and dropout.

ねじ込み係止ピン22eは、ハンマー筒体21の所定の間隔を空けた複数の落とし込み穴22bを有するスライド長孔22aと係止ネジ穴22cに通され、ウエイト23をハンマー筒体21の内筒部の所定の箇所に係止・固定させる役目を果たす。   The screw lock pin 22e is passed through a slide long hole 22a having a plurality of drop holes 22b spaced apart from the hammer cylinder 21 and a lock screw hole 22c, and the weight 23 is passed through the inner cylinder portion of the hammer cylinder 21. It plays a role of locking and fixing to a predetermined place.

ウエイト23は、一又は複数備えられ、作業者の体力や地盤の硬さに合わせて任意に選択することができる。また、外筒部の一端には、ねじ込み係止ピン22eが貫通する貫通穴22dが穿設され、ハンマー筒体21の内筒部に係止・固定される。   One or a plurality of weights 23 are provided and can be arbitrarily selected according to the physical strength of the worker and the hardness of the ground. In addition, a through hole 22d through which the screw locking pin 22e passes is formed at one end of the outer cylinder portion, and is locked and fixed to the inner cylinder portion of the hammer cylinder 21.

把手部25は、パイプ管を略コの字状に屈曲させてハンマー筒体21の外筒部の長手方向に延設して左右対称に突設されるもので、掘削作業時において作業者の上下操作を容易にする目的で設けられる。   The handle portion 25 is formed by bending a pipe pipe into a substantially U-shape and extending in the longitudinal direction of the outer cylinder portion of the hammer cylinder 21 so as to project left and right symmetrically. It is provided for the purpose of facilitating up / down operation.

掘鉄管30は、上下端内筒部には連結ネジ部70が形成される所定の長さを有する鉄パイプによって形成され、掘削深度に合わせて複数連結し、上端部に衝止キャップ72を螺着させて上端部の打撃による変形を防ぐことで安定的に井戸掘り作業を行う掘削作業に使用される。 The digging iron pipe 30 is formed of an iron pipe having a predetermined length in which a connecting screw portion 70 is formed in the upper and lower end inner cylinder portions, and a plurality of digging iron pipes 30 are connected in accordance with the digging depth, and a stopper cap 72 is screwed to the upper end portion. It is used for excavation work that stably digs wells by preventing it from being deformed by hitting the upper end.

突き棒鉄管40は、上端内筒部には連結ネジ部70を形成すると共に、外筒部には複数の通水穴42を穿設し、下端には突き棒先端部41が形成される所定の長さを有する鉄パイプによって形成され、通常硬さの土壌地盤Gならびに砂利層地盤Sでの掘削作業に使用される。   The push rod steel pipe 40 has a connection screw portion 70 formed at the upper inner cylinder portion, a plurality of water holes 42 formed at the outer tube portion, and a push rod tip portion 41 formed at the lower end. And is used for excavation work on the soil ground G and the gravel layer ground S having normal hardness.

土壌回収鉄管50は、上端内筒部には連結ネジ部70を形成すると共に、外筒部長手方向には打ち込まれることによって内筒内に回収(充填)した硬い土壌を掻き出し棒で掻き出す役目を果たす複数の差し込み長孔51を形成すると共に、下端には開口部52が形成される所定の長さを有する鉄パイプによって形成され、硬い土壌地盤Rでの掘削作業に使用される。   The soil recovery iron pipe 50 has a connection screw portion 70 formed at the upper inner cylinder portion, and has a function of scraping the hard soil recovered (filled) into the inner cylinder by being driven in the longitudinal direction of the outer cylinder portion with a scraping bar. A plurality of insertion long holes 51 are formed, and the lower end is formed by an iron pipe having a predetermined length in which an opening 52 is formed, and is used for excavation work on the hard soil ground R.

逆止弁付鉄管60は、上端内筒部には連結ネジ部70を形成すると共に、下端開口部52には逆止弁61を備える所定の長さを有する鉄パイプによって形成され、泥層地盤Dでの掘削作業に使用される。   The iron pipe 60 with a check valve is formed by a steel pipe having a predetermined length provided with a check valve 61 in the lower end opening 52 while forming a connecting screw part 70 in the upper inner cylinder part, and the mud layer ground. Used for excavation work at D.

衝止キャップ72は、最上位置の掘鉄管30の連結ネジ部70に螺合して、掘鉄管30の連結ネジ部70の変形を防ぐ目的で装着されるものであるが、本発明の杭打具20は、掘鉄管30の上端面に対して真上から垂直に衝止する構造であることから、掘鉄管30の上端面が変形することがないが、杭打ち作業などその他の使用目的にあわせて補助的に備えられる。 The stopper cap 72 is attached for the purpose of screwing into the connecting screw portion 70 of the uppermost excavated iron pipe 30 and preventing deformation of the connecting screw portion 70 of the excavated iron pipe 30. Since the tool 20 has a structure that makes a vertical stop with respect to the upper end surface of the digging iron pipe 30, the upper end surface of the digging iron pipe 30 is not deformed, but for other purposes such as pile driving work. It is also provided as an auxiliary.

以上で構成される本発明の手動式の井戸掘り装置10は、井戸掘り装置10が手動式で移動が容易であることから、井戸を掘削する場所を選ばず、掘削する機械が設置できないような狭い場所や軟弱な場所であっても容易に掘削することができ、さらに杭打具20のウエイト23調整がハンマー筒体21の内筒内に複数設けられることで、作業者の体力ならびに土壌地盤の硬さに合わせて容易にウエイト23調整ができ、またさらに、杭打具20が、ハンマー筒体21と該ハンマー筒体21の内筒部に挿嵌されるウエイト23のみの簡易構造で構成されていることによって、製品価格が安価である上、運搬ならびに収納が容易であると共に、本体自体が小型軽量であることから、一般家庭の園芸用品として幅広く使用でき、さらにまた、ハンマー筒体21またはウエイト23の上端面に吊持用の吊フック24を設けることによって、簡易的な三点支持の櫓73を組んで打ち下ろす工法を採用することができるため、長時間に亘る打ち込み作業や、硬い土壌地盤に容易に打ち込むことができる手動式の井戸掘り装置10の提供を可能にする。   The manual well digging apparatus 10 of the present invention configured as described above is such that the well digging apparatus 10 is manual and easy to move, so that it is not possible to install a drilling machine regardless of the location where the well is drilled. It is possible to easily excavate even in a narrow place or a soft place, and by providing a plurality of weights 23 adjustment of the pile hitting tool 20 in the inner cylinder of the hammer cylinder 21, the physical strength of the operator and the soil ground The weight 23 can be easily adjusted in accordance with the hardness of the stake, and the pile driving tool 20 has a simple structure including only the hammer cylinder 21 and the weight 23 inserted into the inner cylinder portion of the hammer cylinder 21. As a result, the product price is low, the product is easy to transport and store, and the body itself is small and lightweight, so it can be used widely as a gardening product for ordinary households. -By providing the suspension hook 24 for suspension on the upper end surface of the cylindrical body 21 or the weight 23, it is possible to employ a construction method in which a simple three-point support rod 73 is assembled and driven down, and this takes a long time. It is possible to provide a manual well digging apparatus 10 that can be driven into a hard work or a hard soil ground.

図2は、本発明の手動式の井戸掘り装置におけるその他の実施形態を示す説明図である。
本発明の手動式の井戸掘り装置10は、杭打具20の上方部に吊持用の吊フック24を設けた手段を採ることができる。
FIG. 2 is an explanatory view showing another embodiment of the manual well digging apparatus of the present invention.
The manual well digging apparatus 10 of the present invention can adopt a means in which a suspension hook 24 for suspension is provided on the upper portion of the pile driving tool 20.

吊フック24は、ハンマー筒体21の上方部に形成されるもので、運搬用フックとしてや荷役用フックとして利用することができる。
尚、吊フック24の形状は特に限定するものではなく、取り付け個所も例えば、最上位置のウエイト23に取り付けることもできる。
The hanging hook 24 is formed in the upper part of the hammer cylinder 21, and can be used as a carrying hook or a cargo handling hook.
The shape of the hanging hook 24 is not particularly limited, and the attachment location can be attached to, for example, the weight 23 at the uppermost position.

以上で構成される本発明の手動式の井戸掘り装置10は、ハンマー筒体21の上方部に吊持用の吊フック24を設ける手段を採ることによって、簡易的な三点支持の櫓73を組んで滑車74ならびにロープ75を介して手動式の杭打具20を上下動させて打ち抜くことができるため、長時間に亘る打ち込み作業や、硬い土壌地盤に打ち込む作業が容易にできると共に、井戸掘り深度が深い場合、チェーン77とレバーブロック76を使用して掘鉄管30を一旦引き上げ、土壌の硬さに合わせて打ち込み鉄管の種類を任意に選択して井戸掘り作業を掘り下げていくことができる手動式の井戸掘り装置10の提供を可能にする。
尚、レバーブロックは登録商標である。
The manual well digging apparatus 10 of the present invention configured as described above has a simple three-point support rod 73 by adopting a means for providing a suspension hook 24 on the upper portion of the hammer cylinder 21. Since it can be punched by assembling the manual pile driving tool 20 up and down via the pulley 74 and the rope 75, it can be easily driven for a long time or driven into hard soil ground, and well digging When the depth is deep, manually use the chain 77 and lever block 76 to pull up the digging iron pipe 30 once, and select the type of iron pipe to be driven according to the hardness of the soil to dig down the well. This makes it possible to provide a well drilling device 10 of the type.
The lever block is a registered trademark.

図3は、本発明の手動式の井戸掘り装置におけるその他の実施形態を示す説明図である。
本発明の手動式の井戸掘り装置10は、ハンマー筒体21の把手部25の内側に段階的に把持できる水平把手部25aを設けた手段を採ることができる。
FIG. 3 is an explanatory view showing another embodiment of the manual well digging apparatus of the present invention.
The manual well digging apparatus 10 of the present invention can employ a means in which a horizontal handle portion 25 a that can be gripped stepwise is provided inside the handle portion 25 of the hammer cylinder 21.

水平把手部25aは、ハンマー筒体21の外筒部に突設される持ち手の内側の部分を多段階にして打ち込み作業がやり易い構造とするものである。   The horizontal handle portion 25a has a structure in which the inner portion of the handle projecting from the outer cylinder portion of the hammer cylinder 21 is multi-staged to facilitate the driving operation.

以上で構成される本発明の手動式の井戸掘り装置10は、ハンマー筒体21の把手部25の内側に段階的に把持できる水平把手部25aを設けることによって、ハンマー筒体21を打ち込む高さに合わせて把持する箇所を持ち直すことで作業能率の軽減化が図れる手動式の井戸掘り装置10の提供を可能にする。   The manual well digging apparatus 10 of the present invention configured as described above has a height at which the hammer cylinder 21 is driven by providing a horizontal handle portion 25a that can be gripped stepwise inside the handle portion 25 of the hammer cylinder 21. Therefore, it is possible to provide the manual well digging apparatus 10 that can reduce the work efficiency by re-holding the portion to be gripped in accordance with.

図4は、本発明の本発明の手動式の井戸掘り装置を使用した井戸掘り方法における通常硬さの土壌地盤ならびに砂利層地盤での掘削作業状態を示す説明図である。
通常硬さの土壌地盤Gならびに砂利層地盤Sでの掘削作業では鉄パイプの上端内筒部には連結ネジ部70を形成すると共に、外筒部には水脈層Wを流れる水量を吸い上げる複数の通水穴42を穿設し、下端には突き棒先端部41が形成される所定の長さを有する鉄パイプから成る突き棒鉄管40を連結して手動式の杭打具20を上下動させて掘削する井戸掘り方法を採る。
FIG. 4 is an explanatory diagram showing excavation work conditions on a normal soil soil ground and gravel layer ground in a well drilling method using the manual well drilling device of the present invention.
In the excavation work on the soil ground G having normal hardness and the gravel layer ground S, a connecting screw portion 70 is formed in the inner cylindrical portion at the upper end of the iron pipe, and a plurality of water sucking up the amount of water flowing through the water vein layer W is sucked in the outer cylindrical portion. A water passage hole 42 is drilled, and a push rod steel pipe 40 made of an iron pipe having a predetermined length on which a push rod tip 41 is formed is connected to the lower end to move the manual pile driving tool 20 up and down. Use the well drilling method.

以上で構成される本発明の手動式の井戸掘り装置10を使用した井戸掘り方法は、通常硬さの土壌地盤Gならびに砂利層地盤Sでは、複数の掘鉄管30の先端に突き棒鉄管40を連結させて使用することで、水脈層Wに到達する井戸掘り作業を本出願人の井戸掘り実績では90%の確率で達成することができる。
また、掘削作業中に栗石や硬い障害物に突き当たった場合は、掘削穴位置を変更して掘削作業の効率化を図る方法を選択する。
In the well digging method using the manual well digging apparatus 10 according to the present invention configured as described above, in the soil soil G having normal hardness and the gravel layer ground S, the pierced iron pipes 40 are provided at the tips of the plurality of digging iron pipes 30. By connecting and using, the well digging work which reaches the water vein layer W can be achieved with a probability of 90% in the well digging result of the present applicant.
In addition, when it hits a chestnut or a hard obstacle during excavation work, a method for changing the excavation hole position and improving the efficiency of the excavation work is selected.

図5は、本発明の本発明の手動式の井戸掘り装置を使用した井戸掘り方法における硬い土壌地盤での掘削作業状態を示す説明図である。
硬い土壌地盤Rでの掘削作業では、上下端内筒部には連結ネジ部70が形成される所定の長さを有する鉄パイプから成る掘鉄管30の先端部に土壌回収鉄管50を連結して手動式の杭打具20を上下動させて硬い土壌を壌回収鉄管50の内筒内に回収(充填)しながら掘削する井戸掘り方法を採る。
FIG. 5 is an explanatory diagram showing a state of excavation work on hard soil ground in a well digging method using the manual well digging apparatus of the present invention.
In the excavation work on the hard soil ground R, the soil recovery iron pipe 50 is connected to the tip of the excavated iron pipe 30 made of an iron pipe having a predetermined length in which the connecting screw part 70 is formed in the upper and lower inner cylinder parts. A well digging method is adopted in which the manual pile driving tool 20 is moved up and down and excavated while collecting (filling) hard soil into the inner cylinder of the loam collecting iron pipe 50.

以上で構成される本発明の手動式の井戸掘り装置10を使用した井戸掘り方法は、硬い土壌地盤Rでの掘削作業では、掘削抵抗を小さくするために、土壌回収鉄管50の先端を鋭角あるいは歯形状にすることも考えられる。   In the well digging method using the manual well digging apparatus 10 of the present invention configured as described above, in the excavation work on the hard soil ground R, in order to reduce the excavation resistance, the tip of the soil recovery iron pipe 50 is formed at an acute angle or It is also possible to use a tooth shape.

図6は、本発明の本発明の手動式の井戸掘り装置を使用した井戸掘り方法における泥層地盤での掘削作業状態を示す説明図である。
泥層地盤Dでの掘削作業では、連結される掘鉄管30の先端部に上端内筒部には連結ネジ部70を形成すると共に、下端開口部52には逆止弁61を備える所定の長さを有する鉄パイプから成る逆止弁付鉄管60を連結して手動式の杭打具20を上下動させて泥層を逆止弁付鉄管60の内筒内に回収(充填)しながら掘削する井戸掘り方法を採る。
FIG. 6 is an explanatory diagram showing a state of excavation work on the mud ground in the well digging method using the manual well digging apparatus of the present invention.
In the excavation work on the mud layer ground D, a connecting screw portion 70 is formed in the upper end inner cylinder portion at the distal end portion of the digging iron pipe 30 to be connected, and a check valve 61 is provided in the lower end opening portion 52 with a predetermined length. Excavating while collecting (filling) the mud layer in the inner tube of the checkered valve iron pipe 60 by connecting the iron pipe 60 with check valve composed of a thick steel pipe and moving the manual pile driving tool 20 up and down. Take a well digging method.

以上で構成される本発明の手動式の井戸掘り装置10を使用した井戸掘り方法は、泥層地盤Dでの掘削作業では、通常は突き棒鉄管40を使用して掘削していくことが可能であるが、大量の水分を含有する泥層を掘削していく場合においても、逆止弁付鉄管60の内筒内に泥層を回収(充填)して掘削することもできる。   In the well digging method using the manual well digging apparatus 10 of the present invention configured as described above, in the excavation work on the mud layer ground D, it is usually possible to excavate using the thrust iron pipe 40. However, even when a mud layer containing a large amount of water is excavated, the mud layer can be recovered (filled) in the inner cylinder of the iron pipe 60 with check valve and excavated.

図7は、本発明の手動式の井戸掘り装置を使用した井戸掘り方法におけるその他の作業状態を示す説明図である。
図7(a)は掘鉄管30を回収する状態を示す説明図である。
チェーン77を掘鉄管30に二重に掛け渡し、櫓73に連結されたレバーブロック76で連結される掘鉄管30を順次引き上げるもので、掘鉄管30に連結された突き棒鉄管40を一旦引き上げ、内ネジ管継ぎ手71で追加する掘鉄管30を継ぎ足し、再度掘鉄管30に連結された突き棒鉄管40を地中に打ち込み、井戸掘り作業を進めていく。尚、引き上げる際に櫓73の脚部に引き上げ荷重が集中するため、足場プレートなどの安定板を敷設しておく。
FIG. 7 is an explanatory view showing another working state in the well digging method using the manual well digging apparatus of the present invention.
FIG. 7A is an explanatory view showing a state in which the digging iron pipe 30 is recovered.
The chain 77 to the drilling iron pipe 30 passes over the double, in which sequentially raise the drilling steel pipe 30 which is connected by a lever block 76 connected to tower 73, once pulled up plunger iron pipe 40 connected to the drilling iron pipe 30, The digging iron pipe 30 to be added is added by the inner threaded pipe joint 71, and the strut iron pipe 40 connected to the digging iron pipe 30 is driven into the ground again to proceed with the well digging work. In addition, since a lifting load concentrates on the leg part of the collar 73 when lifting, a stabilizing plate such as a scaffold plate is laid.

図7(b)は、櫓73を組んで打撃による打ち抜き掘削する状態を示す説明図である。
手動式の杭打具20の把持部25を把持して井戸掘り作業を行うことが作業者の体力の上で困難になった場合は、櫓73に装着された手動式の杭打具20をロープ75で上下動させることで容易に井戸掘り作業ができる。
FIG. 7 (b) is an explanatory view showing a state in which a punch 73 is assembled and punched by excavation.
When it is difficult for the operator to perform the well digging work by grasping the grip portion 25 of the manual pile driver 20, the manual pile driver 20 attached to the rod 73 is used. It is possible to easily dig a well by moving the rope 75 up and down.

以上で構成される本発明の手動式の井戸掘り装置10を使用した井戸掘り方法は、簡易的な三点支持の櫓73を組んで打ち下ろす工法を採ることによって、長時間に亘る打ち込み作業や、硬い土壌地盤を容易に打ち込むことができる手動式の井戸掘り装置10の提供を可能にする。   The well digging method using the manual well digging apparatus 10 according to the present invention configured as described above employs a construction method in which a simple three-point support rod 73 is assembled and driven down, This makes it possible to provide a manual well digging apparatus 10 that can easily drive hard soil ground.

本発明の手動式の井戸掘り装置とそれを使用した井戸掘り方法は、一人作業で杭などを容易且つ安全に打ち込むことができる手動式の杭打具として利用することができる上、手動式の井戸掘り装置としても利用ができることから、本発明の「手動式の井戸掘り装置とそれを使用した井戸掘り方法」の産業上の利用可能性は極めて大であるものと思料する。   The manual well digging apparatus of the present invention and the well digging method using the same can be used as a manual pile driving tool that can easily and safely drive piles by one person. Since it can be used also as a well digging apparatus, it is considered that the industrial applicability of the “manual well digging apparatus and the well digging method using the same” of the present invention is extremely large.

10 井戸掘り装置
20 杭打具
21 ハンマー筒体
22 係止・固定手段
22a スライド長孔
22b 落とし込み穴
22c 係止ネジ穴
22d 貫通穴
22e ねじ込み係止ピン
22f ネジ部
23 ウエイト
24 吊フック
25 把手部
25a 水平把手部
30 掘鉄管
40 突き棒鉄管
41 突き棒先端部
42 通水穴
50 土壌回収鉄管
51 差し込み長孔
60 逆止弁付鉄管
61 逆止弁
70 連結ネジ部
71 内ネジ管継ぎ手
72 衝止キャップ
73 櫓
74 滑車
75 ロープ
76 レバーブロック
77 チェーン
G 通常硬さの土壌地盤
R 硬い土壌地盤
S 砂利層地盤
D 泥層地盤
W 水脈層
DESCRIPTION OF SYMBOLS 10 Well digging apparatus 20 Pile tool 21 Hammer cylinder 22 Locking / fixing means 22a Sliding long hole 22b Drop hole 22c Locking screw hole 22d Through hole 22e Screwing locking pin 22f Screw part 23 Weight 24 Lifting hook 25 Handle part 25a Horizontal handle 30 Dimmed iron pipe 40 Butted iron pipe 41 Butted rod tip 42 Water hole 50 Soil recovery iron pipe 51 Insertion long hole 60 Iron pipe with check valve 61 Check valve 70 Connecting screw part 71 Inner screw pipe joint 72 Shock cap 73 櫓 74 Pulley 75 Rope 76 Lever block 77 Chain G Normal hardness soil ground R Hard soil ground S Gravel layer ground D Mud layer ground W Water vein layer

Claims (4)

手動式の杭打具と、複数の掘鉄管と、該掘鉄管の先端に内ネジ管継ぎ手を介して連結される突き棒鉄管と、土壌回収鉄管と、逆止弁付鉄管と、で構成される手動式の井戸掘り装置であって、
前記杭打具は、所要の長さを有するハンマー筒体と、該ハンマー筒体に装着される複数のウエイトと、で構成され、該ハンマー筒体の外筒部の側面には、ウエイトを着脱自在に装着する係止・固定手段を備えると共に、長手方向に延設して上下操作を可能にする把手部を左右対称に突設して成り、
前記掘鉄管は、上下端内筒部には連結ネジ部が形成される所定の長さを有する鉄パイプから成り、
前記突き棒鉄管は、上端内筒部には連結ネジ部を形成すると共に、外筒部には複数の通水穴を穿設し、下端には突き棒先端部が形成される所定の長さを有する鉄パイプから成り、
前記土壌回収鉄管は、上端内筒部には連結ネジ部を形成すると共に、外筒部長手方向には複数の差し込み長孔を形成し、下端には開口部が形成される所定の長さを有する鉄パイプから成り、
前記逆止弁付鉄管は、上端内筒部には連結ネジ部を形成すると共に、下端開口部には逆止弁を備える所定の長さを有する鉄パイプから成ることを特徴とする手動式の井戸掘り装置。
And manually operated pile member, and a plurality of drilling iron pipe, the plunger iron pipe which is connected via an internal thread fitting on the tip of the drilling iron pipe, and soil recovered iron pipe, and iron pipes with a check valve, in the configuration Manual well drilling equipment,
The pile driving tool is composed of a hammer cylinder having a required length and a plurality of weights attached to the hammer cylinder, and the weight is attached to and detached from the side surface of the outer cylinder portion of the hammer cylinder. It has locking and fixing means that can be freely mounted, and is formed by projecting symmetrically on the left and right handle portions that extend in the longitudinal direction and enable vertical operation,
The digging iron pipe is composed of an iron pipe having a predetermined length in which a connecting screw part is formed in the upper and lower end inner cylinder part,
The push rod steel pipe has a predetermined length in which a connecting screw portion is formed in the upper inner cylinder portion, a plurality of water holes are formed in the outer tube portion, and a tip end portion of the push rod is formed in the lower end. Consisting of an iron pipe with
The soil recovery iron pipe has a predetermined length that forms a connecting screw part in the inner cylinder part at the upper end, a plurality of insertion long holes in the longitudinal direction of the outer cylinder part, and an opening part at the lower end. Consisting of an iron pipe with
The iron pipe with a check valve is formed of an iron pipe having a predetermined length provided with a check screw at the lower end opening and a connecting screw part at the upper inner cylinder part. Well digging equipment.
前記杭打具の上方部に吊持用の吊フックを設けたことを特徴とする請求項1記載の手動式の井戸掘り装置。   The manual well digging apparatus according to claim 1, wherein a suspension hook for suspension is provided on an upper portion of the pile driving tool. 前記ハンマー筒体の把手部の内側に段階的に把持できる水平把手部を設けたことを特徴とする請求項1または請求項2記載の手動式の井戸掘り装置。 The manual well digging apparatus according to claim 1 or 2, wherein a horizontal handle portion that can be gripped stepwise is provided inside the handle portion of the hammer cylinder . 前記請求項1〜請求項3記載の手動式の井戸掘り装置を使用した井戸掘り方法であって、
通常硬さの土壌地盤ならびに砂利層地盤での掘削作業では、連結される前記掘鉄管の先端部に前記突き棒鉄管を連結して打ち抜きしながら掘削し、
硬い土壌地盤での掘削作業では、連結される前記掘鉄管の先端部に土壌回収鉄管を連結して硬い土壌を回収しながら掘削し、
泥層地盤での掘削作業では、連結される前記掘鉄管の先端部に逆止弁付鉄管を連結して泥層を回収しながら掘削し、
さらに、作業者の体力がない場合ならびに長時間作業時での掘削作業では、前記杭打具に装着される複数のウエイトの数量を増減させて掘削することを特徴とする井戸掘り方法。
A well digging method using the manual well digging apparatus according to claim 1, wherein
In excavation work on soil soil of normal hardness and gravel layer ground, drilling while connecting and punching the tip iron pipe to the tip of the digging iron pipe to be connected,
In excavation work on the hard soil ground, excavating while collecting the hard soil by connecting a soil recovery iron pipe to the tip of the connected excavation iron pipe ,
In excavation work in the mud layer ground, excavate while collecting the mud layer by connecting an iron pipe with a check valve to the tip of the connected excavated iron pipe ,
Further, the well digging method characterized by excavating by increasing / decreasing the number of the plurality of weights attached to the pile driving tool when the worker has no physical strength and when excavating for a long time.
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JPS5641985A (en) * 1979-09-12 1981-04-18 Masami Fujii Method of inserting long tube material or the like for well or the like
JPS612569U (en) * 1984-06-09 1986-01-09 武司 富樫 Driving pipe for driving well
JPH0263640U (en) * 1988-11-02 1990-05-14
JPH11293673A (en) * 1998-04-08 1999-10-26 Takeo Awamura Manually operated pile driving apparatus
JP2003056756A (en) * 2001-08-10 2003-02-26 Japan Drilling Co Ltd Perforated pipe and its placing method
JP2008274578A (en) * 2007-04-26 2008-11-13 Taisei Corp Construction method for well and porous pipe material
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Publication number Priority date Publication date Assignee Title
JPS5540005U (en) * 1978-09-04 1980-03-14
JPS5641985A (en) * 1979-09-12 1981-04-18 Masami Fujii Method of inserting long tube material or the like for well or the like
JPS612569U (en) * 1984-06-09 1986-01-09 武司 富樫 Driving pipe for driving well
JPH0263640U (en) * 1988-11-02 1990-05-14
JPH11293673A (en) * 1998-04-08 1999-10-26 Takeo Awamura Manually operated pile driving apparatus
JP2003056756A (en) * 2001-08-10 2003-02-26 Japan Drilling Co Ltd Perforated pipe and its placing method
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JP3199727U (en) * 2015-04-14 2015-09-10 株式会社大川鉄工 Lightweight pile driving tool

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