JPH10331567A - Excavating jig for sunk well - Google Patents

Excavating jig for sunk well

Info

Publication number
JPH10331567A
JPH10331567A JP14689197A JP14689197A JPH10331567A JP H10331567 A JPH10331567 A JP H10331567A JP 14689197 A JP14689197 A JP 14689197A JP 14689197 A JP14689197 A JP 14689197A JP H10331567 A JPH10331567 A JP H10331567A
Authority
JP
Japan
Prior art keywords
ring
excavating
blade
jig
steel
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP14689197A
Other languages
Japanese (ja)
Inventor
Kazuo Kawakami
嘉寿雄 川上
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.)
TOTSUKURI KK
Original Assignee
TOTSUKURI KK
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 TOTSUKURI KK filed Critical TOTSUKURI KK
Priority to JP14689197A priority Critical patent/JPH10331567A/en
Publication of JPH10331567A publication Critical patent/JPH10331567A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To stably excavate by increasing the strength of a blade. SOLUTION: An excavating jig 1 has a ring element 2 covering the end of a cylinder 43, and has an excavating blade 3 at the end of the ring element 2. The excavating blade 3 includes a steel ring part 11 made of steel which is connected to the ring element 2 and an inside inclined part 12 made of steel, with concrete 28 packed between the ring part 11 and the inside inclined part 12. The blade 3 is excellent in strength because it is made of complex materials such that a concrete part is provided inside a steel part.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明が属する技術分野】本発明は、集水井等の筒体の
掘削に用いる井筒の掘削用治具に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a well drilling jig used for drilling a tubular body such as a catchment well.

【0002】[0002]

【従来の技術】従来、この種の掘削用治具は井筒沈設工
法等に用いられ、この井筒沈設工法では、複数のセグメ
ントを円筒状に組み立てた筒体を前記掘削用治具の刃体
に載置させ、前記筒体の自重あるいは上からの加重によ
って掘削を行うようにしている。また、前記筒体の先端
と刃体との間にジャッキを配置し、このジャッキの伸長
により掘削用治具を沈降させ、沈降後、ジャッキを取り
外した隙間に、新たにセグメントを組み立て、この新た
に組み立てたセグメントと前記刃体との間にジャッキを
配置し、順次、掘削を行う方法が知られている。
2. Description of the Related Art Conventionally, a drilling jig of this type is used in a well setting method or the like. In this well setting method, a cylindrical body in which a plurality of segments are assembled into a cylindrical shape is used as a blade of the drilling jig. The excavation is performed by placing the cylinder on its own weight or by applying weight from above. In addition, a jack is arranged between the tip of the cylindrical body and the blade body, the excavating jig is settled by the extension of the jack, and after settling, a new segment is assembled in a gap from which the jack is removed. There is known a method in which a jack is arranged between the segment assembled in the above and the blade body, and excavation is sequentially performed.

【0003】このような大型の井筒に用いる掘削用治具
では、先端の刃体は、複数の分割コンクリートブロック
を円周方向に組み立てて形成されていたため、掘削時に
割れや損傷が生じ、刃体による掘削抵抗が大きくなった
り、深く掘削できなくなったりするという問題がある。
In the drilling jig used for such a large well tube, the blade at the tip is formed by assembling a plurality of divided concrete blocks in the circumferential direction, so that cracks and damages occur during drilling, and the blade is damaged. However, there is a problem that the excavation resistance increases and the excavation cannot be performed deeply.

【0004】そこで、本発明は、刃体の強度と高め安定
した掘削を行うことができる井筒の掘削用治具を提供す
ることを目的とする。
Accordingly, an object of the present invention is to provide a well drilling jig capable of performing stable and stable drilling with high strength of a blade body.

【0005】[0005]

【課題を解決するための手段】請求項1の発明は、地下
に埋設する井筒の先端側を覆うリング体と、このリング
体の先端に設けた掘削用刃体とを備えた井筒の掘削用治
具において、前記刃体を金属製にしたものであり、刃体
に割れや損傷が生じ難く、掘削抵抗も小さくなる。
According to the first aspect of the present invention, there is provided a ring for covering a distal end of a well buried underground, and a drilling blade provided at the distal end of the ring for excavating a well. In the jig, the blade is made of metal, so that the blade is less likely to be cracked or damaged, and the excavation resistance is reduced.

【0006】また、請求項2の発明は、前記掘削用刃体
は、前記リング体に連結した鋼製リング部と、鋼製内側
傾斜部とを備え、それらリング部と内側傾斜部との間に
コンクリートを充填したものであり、刃体は鋼製部分の
内部にコンクリート部分を設けた複合材料からなるた
め、強度的に優れ、しかも、安価に製造することができ
る。
According to a second aspect of the present invention, the excavating blade includes a steel ring portion connected to the ring body, and a steel inner inclined portion. Since the blade is made of a composite material having a concrete portion inside a steel portion, the blade is excellent in strength and can be manufactured at low cost.

【0007】[0007]

【発明の実施形態】以下、本発明の実施例を添付図面を
参照して説明する。図1ないし図7は本発明の第1実施
例を示し、掘削用治具1は、鋼製のリンク体2とこのリ
ング体2の先端に一体に設けた鋼製の掘削用刃体3とか
らなる。また、この例では、前記掘削用刃体3は、図3
に示すように、該掘削用刃体3を円周方向に2分割した
分割体4,4を一体に組み立ててなる。
Embodiments of the present invention will be described below with reference to the accompanying drawings. FIGS. 1 to 7 show a first embodiment of the present invention. A drilling jig 1 includes a steel link body 2 and a steel drilling blade body 3 integrally provided at the tip of the ring body 2. Consists of Further, in this example, the excavating blade body 3
As shown in the figure, the divided bodies 4 and 4 obtained by dividing the excavating blade body 3 into two in the circumferential direction are integrally assembled.

【0008】前記リング体2は、外周板5の内面に複数
の補強枠材6と円周方向の補強部材6Aを一体に設けて
なり、図5に示すように、基端側である上段の前記補強
部材6Aの上面には、パッキンなどの弾性シール部材7
が押え板8を介してボルト9により固定され、その弾性
シール部材7は、円周方向全長に設けられ、その内端が
後述する筒体の外面に当接する。尚、図4は円筒型の前
記掘削用治具の分割体4を平面状に展開した図面であ
る。
The ring body 2 has a plurality of reinforcing frame members 6 and a circumferential reinforcing member 6A integrally provided on the inner surface of an outer peripheral plate 5, and as shown in FIG. An elastic sealing member 7 such as a packing is provided on the upper surface of the reinforcing member 6A.
The elastic sealing member 7 is provided over the entire length in the circumferential direction, and its inner end is in contact with an outer surface of a cylindrical body described later. FIG. 4 is a drawing in which the cylindrical divided body 4 of the excavating jig is developed in a plane.

【0009】前記刃体3は、前記外周板5と同径のリン
グ部11を備え、この例では、前記外周体5の先端側によ
りリング部11を構成している。前記リング部11の内側に
は、内側傾斜部12が設けられ、それらリング部11と内側
傾斜部12の先端を平坦な先端部13に固着し、この先端部
13は前記リング部11及び内側傾斜部12より肉厚に形成さ
れている。また、前記内側傾斜部12の基端にはリング状
の立上り部14が一体に設けられ、この立上がり部14の基
端に受け面部15が一体に設けられている。前記刃体2の
内部には、縦方向の補強板16が円周方向にほぼ等間隔に
複数設けられ、この補強板16の基端には、前記外周板5
の内面に固着する取付部17が基端側に延設されている。
また、前記補強板16に三角形の孔18を穿設し、この孔18
内の火導部に鉄筋19,19,19を挿通し、必要箇所におい
て前記補強板16と鉄筋19とを固着している。さらに、前
記受け面部15とリング部11とを連結する補強鉄筋20が円
周方向に間隔をおいて複数放射状に設けられている。
The blade body 3 has a ring portion 11 having the same diameter as the outer peripheral plate 5. In this example, the distal end side of the outer peripheral member 5 forms the ring portion 11. Inside the ring portion 11, an inner inclined portion 12 is provided, and the tips of the ring portion 11 and the inner inclined portion 12 are fixed to a flat tip portion 13.
13 is formed thicker than the ring portion 11 and the inner inclined portion 12. Further, a ring-shaped rising portion 14 is integrally provided at a base end of the inner inclined portion 12, and a receiving surface portion 15 is integrally provided at a base end of the rising portion 14. A plurality of longitudinal reinforcing plates 16 are provided at substantially equal intervals in the circumferential direction inside the blade body 2.
A mounting portion 17 that is fixed to the inner surface of the base member extends to the base end side.
Also, a triangular hole 18 is formed in the reinforcing plate 16 and the hole 18
Reinforcing bars 19, 19, 19 are inserted through the inside of the heat conduction portion, and the reinforcing plate 16 and the reinforcing bar 19 are fixed at necessary places. Further, a plurality of reinforcing reinforcing bars 20 connecting the receiving surface portion 15 and the ring portion 11 are provided radially at intervals in the circumferential direction.

【0010】前記受け面部15には、後述するセグメント
を接続する接続部たる接続孔21が設けられ、この例の掘
削用治具1には接続孔21を18箇所設けている。また、
この接続孔21に対応して前記立上り部14の上部に開口部
22を形成すると共に、接続孔21の下部の空間を底板23と
枠板24により塞いでいる。また、図4に示すように、分
割体4の外周板5の円周方向一側縁に複数の孔25を穿設
し、該分割体4の外周板5の他側縁の内面に縁板26を固
着すると共に、この縁板26に複数の孔27を穿設し、それ
ら孔25,27は対応する位置に設けられている。そして、
分割体4,4を円周方向に位置合わせし、前記孔25,27
にボルト(図示せず)を挿通し、ナット(図示せず)を
螺合し、また、必要に応じて、分割体4,4を溶着して
前記掘削用治具1を組み立て、この掘削用治具1の刃体
3に、その上部開口からコンクリート28を充填し、この
コンクリート28の上面は前記受け面部15とほぼ面一に仕
上げる。
The receiving surface portion 15 is provided with connection holes 21 as connection portions for connecting segments described later, and the excavating jig 1 of this example is provided with 18 connection holes 21. Also,
An opening is formed above the rising portion 14 corresponding to the connection hole 21.
22 is formed, and a space below the connection hole 21 is closed by a bottom plate 23 and a frame plate 24. As shown in FIG. 4, a plurality of holes 25 are formed in one circumferential edge of the outer peripheral plate 5 of the divided body 4, and an edge plate is formed on the inner surface of the other side edge of the outer peripheral plate 5 of the divided body 4. 26 is fixed, and a plurality of holes 27 are formed in the edge plate 26. The holes 25 and 27 are provided at corresponding positions. And
The divided bodies 4 and 4 are circumferentially aligned, and the holes 25 and 27 are aligned.
A bolt (not shown) is inserted into the hole, a nut (not shown) is screwed into the hole, and if necessary, the divided bodies 4 and 4 are welded to assemble the excavating jig 1. The blade body 3 of the jig 1 is filled with concrete 28 from the upper opening thereof, and the upper surface of the concrete 28 is finished almost flush with the receiving surface portion 15.

【0011】次に、前記掘削用治具を用いた井筒の工法
につき説明すると、コンクリート製のセグメント31は複
数を円周方向に組み立ててリング状に形成されるもので
あり、円弧状に形成されている。図6及び図7に示すよ
うに、前記セグメント31の内面には上下方向の凹所32を
形成し、この凹所32の外側に縦方向の接続部材33が埋設
され、この接続部材33は鋼製からなり、その上下の鍔部
34,34に接続孔35,35を形成し、これら接続孔35,35は
それぞれセグメント31の上下面に連通している。そし
て、前記接続孔35は刃体3の接続孔21に対応して設けら
れている。また、前記セグメント31の円周方向縁部の内
面には、周方向の接続部材36が設けられ、この接続部材
36は、鋼製からなり、アングルなどからなる本体37に複
数の鉄筋38を設け、この鉄筋38を前記セグメント31に埋
設固定し、相互に接続するための接続孔39が前記本体37
に複数穿設されている。
Next, a method of forming a well using the above-mentioned excavating jig will be described. A plurality of concrete segments 31 are formed in a ring shape by assembling a plurality of segments 31 in a circumferential direction, and are formed in an arc shape. ing. As shown in FIGS. 6 and 7, a vertical recess 32 is formed on the inner surface of the segment 31, and a vertical connecting member 33 is embedded outside the recess 32, and the connecting member 33 is made of steel. And upper and lower collars
Connection holes 35, 35 are formed in 34, 34, and these connection holes 35, 35 communicate with the upper and lower surfaces of the segment 31, respectively. The connection holes 35 are provided corresponding to the connection holes 21 of the blade body 3. A circumferential connecting member 36 is provided on the inner surface of the circumferential edge of the segment 31.
36, a plurality of rebars 38 are provided on a body 37 made of steel and made of an angle or the like, and the rebars 38 are embedded and fixed in the segments 31 and connection holes 39 for connecting to each other are formed in the main body 37.
A plurality of holes are drilled.

【0012】そして、セグメント31を円周方向に組み立
てる際には、相互の接続孔39,39を合わせ、これら接続
孔39,39にボルト40を挿通し、ナット41を締めてリング
枠42を形成し、また、このリング枠42を上下方向に組み
立てる際には、上下に隣合うセグメント31の接続孔35を
合わせ、それら接続孔35,35にボルト40を挿通し、ナッ
ト41を締めて固定し、井筒となる筒体43を形成する。例
えば、6個のセグメント31により前記リング枠42が形成
され、上下のリング枠42において、セグメント31の円周
方向の接続箇所をずらして配置している。前記筒体43の
先端に前記掘削用治具1を配置する。そして、筒体43の
自重あるいは上からの加重により掘削を行う。あるい
は、筒体43の上部を穴45に固定し、図1に示すように、
筒体43先端のセグメント31の凹所46と受け面部15との間
に、複数のジャッキ44を配置し、これらジャッキ44を伸
長すると、掘削用治具1が降下し、穴45が掘り進められ
ていく。そして、ジャッキ44を伸ばし、凹所46と受け面
部15との間隔を、セグメント31の高さと、収縮状態のジ
ャッキ44の高さとを合わせた以上まで確保する。この
後、ジャッキ44を収縮して取り外し、筒体43の先端に、
新たにセグメント31を組んでリング枠42を形成すると共
に、リング枠42を筒体43の先端に固定し、この新たに組
んだリング枠42の前記凹所46と受け面部15との間に、収
縮状態のジャッキ44を配置し、このジャッキ44を伸長し
て掘削用治具1を掘り下げ、上述した工程を繰り返して
所定深さまで掘り進め、最後は、ジャッキ44をセグメン
ト31が挿入可能な高さまで伸長し、筒体43の先端面と受
け面部15との間にセグメント31を組んで最下部のリング
枠42を形成し、この最下部のリング枠42の上部を筒体43
に固定すると共に、下部を刃体3に固定する。この場
合、セグメント31の接続孔35と受け面部15の接続孔21と
にボルト40を挿通し、ナット41を締めることにより、筒
体43の最下部と刃体3とを固定する。また、筒体43の底
部は、現場打ちコンクリート(図示せず)により塞ぐ。
そして、刃体3による穴45の掘削においては、刃体3が
鋼製からなり、内部にコンクリート28を充填した構造で
あるから、刃体3に割れや損傷が生じ難く、従来のコン
クリートが外面に露出するものに比べて、掘削抵抗も小
さくなる。
When assembling the segments 31 in the circumferential direction, the connection holes 39, 39 are aligned, the bolts 40 are inserted into the connection holes 39, 39, and the nut 41 is tightened to form the ring frame 42. When assembling the ring frame 42 in the vertical direction, the connection holes 35 of the vertically adjacent segments 31 are aligned, bolts 40 are inserted into the connection holes 35, 35, and nuts 41 are tightened and fixed. Then, a cylindrical body 43 to be a well is formed. For example, the ring frame 42 is formed by six segments 31, and the connection portions in the circumferential direction of the segments 31 are shifted in the upper and lower ring frames 42. The excavating jig 1 is arranged at the tip of the cylindrical body 43. Then, the excavation is performed by the own weight of the cylindrical body 43 or the weight from above. Alternatively, the upper part of the cylindrical body 43 is fixed to the hole 45, and as shown in FIG.
A plurality of jacks 44 are arranged between the concave portion 46 of the segment 31 at the tip of the cylindrical body 43 and the receiving surface portion 15, and when these jacks 44 are extended, the drilling jig 1 descends and the hole 45 is dug. To go. Then, the jack 44 is extended, and the interval between the recess 46 and the receiving surface portion 15 is ensured to be equal to or greater than the height of the segment 31 and the height of the jack 44 in the contracted state. Thereafter, the jack 44 is contracted and removed, and at the tip of the cylindrical body 43,
Along with newly forming the segment 31 to form the ring frame 42, the ring frame 42 is fixed to the tip of the cylindrical body 43, and between the recess 46 and the receiving surface portion 15 of this newly assembled ring frame 42, The jack 44 in the contracted state is arranged, the jack 44 is extended, the drilling jig 1 is dug down, the above-described steps are repeated, and the jack 44 is dug to a predetermined depth. Finally, the jack 44 is lowered to a height at which the segment 31 can be inserted. It extends and forms the segment 31 between the distal end surface of the cylinder 43 and the receiving surface portion 15 to form the lowermost ring frame 42, and attaches the upper part of the lowermost ring frame 42 to the cylinder 43.
And the lower part is fixed to the blade body 3. In this case, the bolt 40 is inserted into the connection hole 35 of the segment 31 and the connection hole 21 of the receiving surface portion 15 and the nut 41 is tightened, so that the lowermost portion of the cylindrical body 43 and the blade body 3 are fixed. The bottom of the cylindrical body 43 is closed with cast-in-place concrete (not shown).
When the hole 45 is excavated by the blade 3, the blade 3 is made of steel and has a structure in which the concrete 28 is filled therein. Excavation resistance is smaller than that exposed in

【0013】このように本実施例では、請求項1に対応
して、地下に埋設する井筒の先端側を覆うリング体2
と、このリング体2の先端に設けた掘削用刃体3とを備
えた井筒の掘削用治具において、刃体3を金属製にした
ものであるから、刃体に割れや損傷が生じ難く、掘削抵
抗も小さくなり、安定した掘削作業を行うことができ
る。
As described above, in the present embodiment, the ring body 2 covering the distal end side of the well tube buried underground corresponds to the first aspect.
And a drilling jig provided with an excavating blade body 3 provided at the tip of the ring body 2, the blade body 3 is made of metal, so that the blade body is hardly cracked or damaged. In addition, the excavation resistance is reduced, and stable excavation work can be performed.

【0014】また、このように本実施例では、請求項2
に対応して、刃体3は、リング体2に連結した鋼製リン
グ部11と、鋼製内側傾斜部12とを備え、それらリング部
11と内側傾斜部12との間にコンクリート28を充填したも
のであるから、刃体3は鋼製部分の内部にコンクリート
部分を設けた複合材料からなるため、強度的に優れ、し
かも、安価に製造することができる。
As described above, according to the present embodiment, claim 2
The blade body 3 includes a steel ring portion 11 connected to the ring body 2 and a steel inner inclined portion 12.
Since the concrete 28 is filled between the inner part 11 and the inner inclined part 12, the blade body 3 is made of a composite material having a concrete part inside a steel part. Can be manufactured.

【0015】また、実施例上の効果として、補強枠材
6,6Aにより補強したから、土厚が加わるリング体2
の強度を向上することができる。また、掘削用治具1の
上部に、筒体43とリング体2との間の隙間を塞ぐ弾性シ
ール部材7を設けたことにより、前記隙間からの土砂や
水等の侵入を防止できる。また、刃体3の先端には、平
坦でほぼ一定幅の先端部13を設けることにより、刃体3
先端の強度を向上することができる。また、刃体3の内
部に設ける補強板16に円周方向の鉄筋19を挿通したか
ら、刃体3外部の鋼製部分とコンクリート28との一体化
が図られる。また、刃体3の内側である受け面部15と刃
体3の外側であるリング部11との間に、補強用鉄筋20を
配置したから、刃体3の幅方向の変形に対して強度が向
上する。さらに、刃体3には、接続孔21を設けたから、
掘削後、筒体43と掘削用治具1とを、接続部材であるボ
ルト40及びナット41により一体化することができる。ま
た、セグメント31の円周方向の接続において、接続部材
36は内面側に突出しているから、その作業を容易に行う
ことができる。さらに、複数の分割体4,4を組み合わ
せて掘削用治具1を形成したから、大型の掘削用治具1
を製造することができる。また、接続孔21の下部には開
口部22を設けたから、ボルト40及びナット41の操作が容
易である。また、補強部材6の先端が外周板5の内部ま
で延設されて溶着されると共に、その先端がコンクリー
ト28に埋設されており、さらに、補強板16の基端の取付
部17が、前記外周板5の内面に固着されているから、刃
体3部分とリング体2部分とを強固に一体化することが
できる。図8は本発明の第2実施例を示し、上記第1実
施例と同一部分に同一符号を付し、その詳細な説明を省
略して詳述すると、この例では、刃体3のリング体2と
外周板5とを溶着により一体化したものを示しており、
この例においても、上記第1実施例と同様な作用,効果
を有する。
Further, as an effect of the embodiment, the ring body 2 which is reinforced with the reinforcing frame members 6 and 6A, and which has an increased soil thickness, is provided.
Can be improved in strength. Further, by providing an elastic seal member 7 for closing the gap between the cylindrical body 43 and the ring body 2 above the excavating jig 1, it is possible to prevent intrusion of earth and sand, water, and the like from the gap. In addition, by providing a flat tip portion 13 having a substantially constant width at the tip of the blade body 3,
The strength of the tip can be improved. In addition, since the reinforcing bar 16 provided inside the blade body 3 is inserted with the reinforcing bar 19 in the circumferential direction, the steel part outside the blade body 3 and the concrete 28 are integrated. Further, since the reinforcing reinforcing bar 20 is arranged between the receiving surface portion 15 inside the blade body 3 and the ring portion 11 outside the blade body 3, the strength against the deformation of the blade body 3 in the width direction is improved. improves. Further, since the blade body 3 is provided with the connection hole 21,
After the excavation, the tubular body 43 and the excavating jig 1 can be integrated by the bolts 40 and the nuts 41 as connecting members. In the circumferential connection of the segments 31, the connecting member
Since 36 protrudes inward, the work can be easily performed. Further, since the excavating jig 1 is formed by combining the plurality of divided bodies 4 and 4, a large excavating jig 1 is formed.
Can be manufactured. Further, since the opening 22 is provided below the connection hole 21, the operation of the bolt 40 and the nut 41 is easy. Further, the tip of the reinforcing member 6 extends to the inside of the outer peripheral plate 5 and is welded, and the tip is buried in the concrete 28. Since it is fixed to the inner surface of the plate 5, the blade body 3 and the ring body 2 can be firmly integrated. FIG. 8 shows a second embodiment of the present invention. The same parts as those in the first embodiment are denoted by the same reference numerals, and detailed description thereof is omitted. 2 and the outer peripheral plate 5 are integrated by welding.
This embodiment also has the same operation and effect as the first embodiment.

【0016】尚、本発明は上記実施例に限定されるもの
ではなく本発明の要旨の範囲内において種々の変形実施
が可能である。例えば、刃体の形状は適宜選定可能であ
る。また、刃体は鋼製に限らず、鉄製でもよく、コンク
リートより硬質で強度を備える金属であれば、掘削抵抗
の削減と強度の向上を図ることができる。さらに、実施
例では、分割体は掘削用治具を2分割したものを示した
が、3分割あるいは4分割することもできる。
The present invention is not limited to the above-described embodiment, and various modifications can be made within the scope of the present invention. For example, the shape of the blade can be appropriately selected. Further, the blade body is not limited to steel, but may be iron. If the metal is harder than concrete and has strength, it is possible to reduce excavation resistance and improve strength. Further, in the embodiment, the divided body is obtained by dividing the excavating jig into two parts, but may be divided into three parts or four parts.

【0017】[0017]

【発明の効果】請求項1の発明は、地下に埋設する井筒
の先端側を覆うリング体と、このリング体の先端に設け
た掘削用刃体とを備えた井筒の掘削用治具において、前
記刃体を金属製にしたものであり、刃体に割れや損傷が
生じ難く、掘削抵抗も小さくなり、刃体の強度と高め安
定した掘削を行うことができる井筒の掘削用治具を提供
することができる。
According to a first aspect of the present invention, there is provided a jig for excavating a well, comprising: a ring body for covering a tip side of a well tube buried underground; and a drilling blade body provided at the tip of the ring body. The present invention provides a jig for excavating a well which is made of a metal, and is hardly cracked or damaged in the blade, and has a small excavation resistance. can do.

【0018】また、請求項2の発明は、前記掘削用刃体
は、前記リング体に連結した鋼製リング部と、鋼製内側
傾斜部とを備え、それらリング部と内側傾斜部との間に
コンクリートを充填したものであり、刃体は鋼製部分の
内部にコンクリート部分を設けた複合材料からなるた
め、強度的に優れ、しかも、安価に製造することがで
き、刃体の強度と高め安定した掘削を行うことができる
井筒の掘削用治具を提供することができる。
Further, the invention of claim 2 is characterized in that the excavating blade body includes a steel ring portion connected to the ring body, and a steel inner inclined portion, and a gap between the ring portion and the inner inclined portion. The blade is made of a composite material with a concrete part inside the steel part, so it is excellent in strength and can be manufactured at low cost. It is possible to provide a well drilling jig capable of performing stable drilling.

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

【図1】本発明の第1実施例を示す使用例を示す断面図
である。
FIG. 1 is a sectional view showing an example of use showing a first embodiment of the present invention.

【図2】本発明の第1実施例を示す刃体の断面図であ
る。
FIG. 2 is a sectional view of a blade body showing the first embodiment of the present invention.

【図3】本発明の第1実施例を示す刃体の平面図であ
る。
FIG. 3 is a plan view of the blade body showing the first embodiment of the present invention.

【図4】本発明の第1実施例を示す円筒形の掘削用治具
を展開した状態の説明図である。
FIG. 4 is an explanatory view showing a state in which a cylindrical drilling jig according to the first embodiment of the present invention is developed.

【図5】本発明の第1実施例を示すリング体の基端の断
面図である。
FIG. 5 is a sectional view of a base end of the ring body showing the first embodiment of the present invention.

【図6】本発明の第1実施例を示すセグメントと掘削用
治具の一部切欠斜視図である。
FIG. 6 is a partially cutaway perspective view of a segment and a drilling jig showing the first embodiment of the present invention.

【図7】本発明の第1実施例を示すセグメントの縦断面
図である。
FIG. 7 is a longitudinal sectional view of a segment showing the first embodiment of the present invention.

【図8】本発明の第2実施例を示す刃体の断面図であ
る。
FIG. 8 is a sectional view of a blade body showing a second embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 掘削用治具 2 リング体 3 刃体 11 リング部 12 内側傾斜部 28 コンクリート 43 筒体(井筒) DESCRIPTION OF SYMBOLS 1 Drilling jig 2 Ring body 3 Blade body 11 Ring part 12 Inside inclined part 28 Concrete 43 Tube body (Izutsu)

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 地下に埋設する井筒の先端側を覆うリン
グ体と、このリング体の先端に設けた掘削用刃体とを備
えた井筒の掘削用治具において、前記掘削用刃体を金属
製にしたことを特徴とする井筒の掘削用治具。
1. A jig for excavating a well tube, comprising: a ring body covering a tip side of a well tube buried underground; and a cutting blade body provided at a tip of the ring body, wherein the excavating blade is made of metal. A jig for excavating a well, characterized by being made of a well.
【請求項2】 前記掘削用刃体は、前記リング体に連結
した鋼製リング部と、鋼製内側傾斜部とを備え、それら
リング部と内側傾斜部との間にコンクリートを充填した
ことを特徴とする井筒の掘削用治具。
2. The excavating blade body includes a steel ring portion connected to the ring body and a steel inner inclined portion, and concrete is filled between the ring portion and the inner inclined portion. Features a well for excavating well cylinders.
JP14689197A 1997-06-04 1997-06-04 Excavating jig for sunk well Pending JPH10331567A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14689197A JPH10331567A (en) 1997-06-04 1997-06-04 Excavating jig for sunk well

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14689197A JPH10331567A (en) 1997-06-04 1997-06-04 Excavating jig for sunk well

Publications (1)

Publication Number Publication Date
JPH10331567A true JPH10331567A (en) 1998-12-15

Family

ID=15417921

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14689197A Pending JPH10331567A (en) 1997-06-04 1997-06-04 Excavating jig for sunk well

Country Status (1)

Country Link
JP (1) JPH10331567A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008019679A (en) * 2006-07-14 2008-01-31 Ishikawajima Constr Materials Co Ltd Hole drilling method, and method of constructing water collecting well
KR100902083B1 (en) * 2008-05-16 2009-06-10 장영미 System of casting a wall contruction and descending the same into teh groudnd, and a driving apparatus for stepwise descending the wall construction into teh groudnd
CN109826630A (en) * 2019-02-02 2019-05-31 上海城建水务工程有限公司 A kind of precast concrete open caisson device and its construction method for jacking construction
CN112431216A (en) * 2020-12-03 2021-03-02 上海二十冶建设有限公司 Rapid sinking method for sedimentation tank open caisson of rotational flow sedimentation tank
CN113216973A (en) * 2021-04-23 2021-08-06 中铁工程装备集团有限公司 From top pushing-type shaft heading equipment down

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008019679A (en) * 2006-07-14 2008-01-31 Ishikawajima Constr Materials Co Ltd Hole drilling method, and method of constructing water collecting well
KR100902083B1 (en) * 2008-05-16 2009-06-10 장영미 System of casting a wall contruction and descending the same into teh groudnd, and a driving apparatus for stepwise descending the wall construction into teh groudnd
CN109826630A (en) * 2019-02-02 2019-05-31 上海城建水务工程有限公司 A kind of precast concrete open caisson device and its construction method for jacking construction
CN109826630B (en) * 2019-02-02 2024-04-09 上海城建水务工程有限公司 Precast concrete open caisson device for pipe jacking construction and construction method thereof
CN112431216A (en) * 2020-12-03 2021-03-02 上海二十冶建设有限公司 Rapid sinking method for sedimentation tank open caisson of rotational flow sedimentation tank
CN113216973A (en) * 2021-04-23 2021-08-06 中铁工程装备集团有限公司 From top pushing-type shaft heading equipment down

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