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JPH0423991Y2 - - Google Patents

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Publication number
JPH0423991Y2
JPH0423991Y2 JP19943286U JP19943286U JPH0423991Y2 JP H0423991 Y2 JPH0423991 Y2 JP H0423991Y2 JP 19943286 U JP19943286 U JP 19943286U JP 19943286 U JP19943286 U JP 19943286U JP H0423991 Y2 JPH0423991 Y2 JP H0423991Y2
Authority
JP
Japan
Prior art keywords
boring
rod
slime
core tube
boring rod
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP19943286U
Other languages
Japanese (ja)
Other versions
JPS63108490U (en
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed filed Critical
Priority to JP19943286U priority Critical patent/JPH0423991Y2/ja
Publication of JPS63108490U publication Critical patent/JPS63108490U/ja
Application granted granted Critical
Publication of JPH0423991Y2 publication Critical patent/JPH0423991Y2/ja
Expired legal-status Critical Current

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  • Earth Drilling (AREA)
  • Sampling And Sample Adjustment (AREA)

Description

【考案の詳細な説明】 (産業上の利用分野) 本考案はボーリング装置の改良に関し、さらに
詳しくはボーリング用水の圧送を停止し、地上部
にてボーリングロツドを取り外した際の逆流によ
る吹き上げを完全に遮断することにより孔底なら
びに孔壁の崩壊をはじめとする種々の障害を防止
し、作業能率の向上をはかることを目的とする。
[Detailed description of the invention] (Field of industrial application) The present invention relates to the improvement of boring equipment, and more specifically, the invention is concerned with the improvement of boring equipment. By completely blocking the hole, the purpose is to prevent various failures such as collapse of the hole bottom and hole wall, and to improve work efficiency.

(従来の技術) 土中を堀削するボーリング装置はこれまでに
種々のものが開発されている。それは基本的には
堀削のためのボーリングロツドを内臓したコアチ
ユーブと、該コアチユーブを先端にとりつけられ
たメタルクラウンより構成され、ボーリングロツ
ドを通じてボーリング用水を圧送しながらコアー
チユーブを回転させて堀削作業をおこなうように
なつている。
(Prior Art) Various boring devices for digging underground have been developed so far. It basically consists of a core tube with a built-in boring rod for drilling, and a metal crown with the core tube attached to the tip.Drilling is done by rotating the core tube while pumping boring water through the boring rod. It's starting to work.

(考案の解決すべき問題点) ところが上記した従来のボーリング装置を用い
て堀削作業をおこなう場合においては、堀削によ
る孔内に残された掘り屑が作業の障害となるばか
りでなく、地上部にてボーリングロツドを取り外
した際にボーリングロツド内の清水(泥水)と排
水(スライムの混入する清水又は泥水)との比重
差により上記ロツドの切断部分より清水(泥水)
が逆流して吹き上げる。この逆流は作業環境を悪
化させ種々お悪影響をおよぼすばかりでなく、孔
底部およびその側壁部の清水(泥水)の流速が速
くなり、孔底あるいは孔壁部の崩壊がおこつて所
謂ボイリング減少を誘発することになる。
(Problems to be solved by the invention) However, when performing excavation work using the above-mentioned conventional boring equipment, not only does the excavation debris left in the hole become an obstacle to the work, but also When the boring rod was removed at the section, due to the difference in specific gravity between the fresh water (muddy water) inside the boring rod and the wastewater (clean water or muddy water mixed with slime), fresh water (muddy water) was released from the cut part of the rod.
flows backwards and blows up. This backflow not only worsens the working environment and causes various negative effects, but also increases the flow rate of fresh water (muddy water) at the bottom of the hole and its side walls, causing collapse of the bottom or wall of the hole, resulting in a reduction in boiling. It will provoke.

(問題点を解決するための手段) 本考案は上記した従来技術における問題点を解
決し、ボーリング用水の圧送を停止し、地上部に
てボーリングロツドを取り外した際の逆流による
吹き上げを完全に遮断することにより孔底ならび
に孔壁の崩壊をはじめとする種々の障害を防止
し、作業能率の向上をはかることができるように
したものであつて、具体的には先端にメタルクラ
ウンを有する円筒状の粗端スライム回収部と、該
粗粒スライム回収部にカツプリングを介して連接
される円筒状の細端スライム回収部とを有するコ
アーチユーブと、該コアーチユーブ内に先端を挿
通させるボーリングロツドとからなり、前記粗粒
スライム回収部にはそのメタルクラウン寄りの位
置に一端を円筒周面に固定させた複数本の棒状弾
性体を円筒体の軸心方向に向けて放射状に突設さ
せるとともに、ボーリングロツドの途中には逆流
防止器を備えてなることを特徴とするボーリング
装置に関する。
(Means for Solving the Problems) The present invention solves the problems in the prior art described above, stops the pumping of boring water, and completely eliminates the blow-up caused by backflow when the boring rod is removed from the ground. By blocking the hole, it is possible to prevent various obstacles such as collapse of the hole bottom and hole wall, and to improve work efficiency. A core tube having a coarse-end slime collection section having a shape of 1.0 mm, a cylindrical narrow-end slime collection section connected to the coarse slime collection section via a coupling ring, and a boring rod whose tip is inserted into the core tube. In the coarse slime collection section, a plurality of rod-shaped elastic bodies with one end fixed to the cylindrical circumferential surface are provided at a position near the metal crown and protrude radially in the axial direction of the cylindrical body, and boring This invention relates to a boring device characterized in that it is equipped with a backflow preventer in the middle of the rod.

以下において本考案の具体的な内容を図示の実
施例をもとにして説明すると、1は上部コアチユ
ーブ、3は下部コアチユーブ、4はメタルクラウ
ン、7は下部ボーリングロツド、8は逆流防止
器、12は上部ボーリングロツドを示す。
The specific contents of the present invention will be explained below based on the illustrated embodiments. 1 is an upper core tube, 3 is a lower core tube, 4 is a metal crown, 7 is a lower boring rod, 8 is a backflow preventer, 12 indicates the upper boring rod.

上部コアチユーブ1と下部コアチユーブ3とは
カツプリング2を介して相互に一体的に接続さ
れ、さらに下部コアチユーブ3の下端にはその開
口部内周面に施した内ネジ部に対し、メタルクラ
ウン4の上端開口部外周面に施した外ネジ部を螺
入させて相互に一体的に結合される。
The upper core tube 1 and the lower core tube 3 are integrally connected to each other via a coupling ring 2, and the upper end of the metal crown 4 is opened at the lower end of the lower core tube 3 with an internal thread formed on the inner peripheral surface of the opening. They are integrally connected to each other by screwing in the external threads provided on the outer peripheral surfaces of the parts.

さらにメタルクラウン4は先端にメタルチツプ
5を備えるとともに、その管胴部(円筒体)内周
側には一端を管胴部内に周壁面に略等間隔毎に固
定させ、さらに他端を上記円筒体の軸心方向に向
けて放射状に突設させた棒状弾性体6をこの場合
第2図に図示したように上下方向2段設けてお
り、このメタルクラウン4と下部コアチユーブ3
により形成される円筒内部であつて棒状弾性体6
とカツプリング2との間の空間部を粗粒スライム
回収部13とする。
Furthermore, the metal crown 4 is provided with metal tips 5 at its tip, and one end is fixed to the peripheral wall surface within the tube body at approximately equal intervals on the inner peripheral side of the tube body (cylindrical body), and the other end is fixed to the circumferential wall surface of the tube body (cylindrical body) at approximately equal intervals. In this case, as shown in FIG. 2, rod-shaped elastic bodies 6 projecting radially in the axial direction of the metal crown 4 and the lower core tube 3 are provided in two stages in the vertical direction.
Inside the cylinder formed by the rod-shaped elastic body 6
The space between the coupling ring 2 and the coupling ring 2 is defined as a coarse slime collecting section 13.

尚、上記した棒状弾性体6は好ましくは金属撚
線によるワイヤーがよい。
The rod-shaped elastic body 6 described above is preferably a wire made of twisted metal wire.

さらに上部コアチユーブ1内にはその軸心は沿
つて下部ボーリングロツド7が挿通され、しかも
該下部ボーリングロツドの下端部は前記したカツ
プリング2に固定支持されており、これによつて
形成される上部コアチユーブ1の内周壁面と下部
ボーリングロツド7の外周面との空間を細粒スラ
イム回収部14とする。
Further, a lower boring rod 7 is inserted into the upper core tube 1 along its axis, and the lower end of the lower boring rod is fixedly supported by the above-mentioned coupling ring 2, thereby forming a lower boring rod 7. The space between the inner circumferential wall surface of the upper core tube 1 and the outer circumferential surface of the lower boring rod 7 is defined as a fine slime collecting section 14.

逆流防止器8は下部ボーリングロツド7の上端
にカツプリング等の適当な結合手段を用いて結合
され、またその上方には上部ボーリングロツド1
2の端部が同じくカツプリングその他適当な結合
手段を用いて結合される。
The backflow preventer 8 is connected to the upper end of the lower boring rod 7 using a suitable coupling means such as a coupling, and above it is connected to the upper boring rod 1.
The two ends are also joined using couplings or other suitable joining means.

逆流防止器8の中央部には上記した下部ボーリ
ングロツド7および上部ボーリングロツド12に
通ずるところの中空室9が形成されており、しか
も該中空室内には上記した上・下部ボーリングロ
ツド7,12の各開口部7aおよび12aの径よ
り大きな中空の球状弁体11が遊嵌され、しかも
該中空室内の底部には弁体支承プレート10が配
設されている。
A hollow chamber 9 is formed in the center of the backflow preventer 8 and communicates with the above-described lower boring rod 7 and upper boring rod 12. , 12, a hollow spherical valve body 11 having a diameter larger than that of each of the openings 7a and 12a is loosely fitted, and a valve body support plate 10 is disposed at the bottom of the hollow chamber.

この弁体支承プレート10は第5図に示したよ
うに中心に上記球状弁体11が通過できない程の
大きさの通孔10bが開設されているとともに、
該通孔10bの周りには複数の別の通孔10aが
穿設されている。
As shown in FIG. 5, this valve body support plate 10 has a through hole 10b in the center which is large enough that the spherical valve body 11 cannot pass through.
A plurality of other through holes 10a are bored around the through hole 10b.

尚上記した球状弁体11はゴム又はプラスチツ
ク等の材質のものをはじめとし、好ましくは比較
的弾性のあるボール状のものであつて浮力を有す
るものでよい。さらにこの場合には球状弁体を使
用したが必ずしもこれに限らずにたとえば地上か
らの送水圧よりいくぶん弱いコイル状のスプリン
グを介して円板・半球状等の弁体を常時上部ボー
リングロツド12の接続方向に付勢する構造とし
てもよい。
The above-mentioned spherical valve body 11 may be made of a material such as rubber or plastic, and preferably may be relatively elastic and ball-shaped and have buoyancy. Furthermore, although a spherical valve body is used in this case, it is not necessarily limited to this; for example, a disc or hemispherical valve body is constantly connected to the upper boring rod 12 via a coiled spring that is somewhat weaker than the water supply pressure from the ground. The structure may be such that it is biased in the connection direction.

(作用) 上記した実施例の構成において、地下水位まで
は通常の堀削手順により作業をおこなう。
(Function) In the configuration of the above-described embodiment, the work is carried out according to the normal excavation procedure up to the groundwater level.

掘削孔の深さが地下水位に到達し、しかもGL
−1.85m以深となつた場合には下部ボーリングロ
ツド7の上端に逆流防止器8を取りつけ、さらに
上部ボーリングロツド12を接続し、これらのボ
ーリングロツド12および7を通じて送水しなが
らコアチユーブ1および3を回転させて堀削作業
を続行する。堀削は回転するメタルクラウン4の
先端に突設されたメタルチツプ5によつて次第に
削り取られながらおこなわれ、その際に生ずる玉
石た砂礫およびその他の細粒子、砂等の削り屑
は、まず玉石や砂礫の如き粗粒スライムRはメタ
ルクラウン4の内周面より軸心方向に突設させた
棒状弾性体6を押しわけつつ順次下部コアチユー
ブ3内の粗粒スライム回収部13内に収容され、
また細粒子、砂等の細粒スライムSはボーリング
された孔壁とコアチユーブ1および2との間〓を
縫つて上部コアチユーブ1の上端開口部に達示、
次第に流速を失うとともにそこから上部コアチユ
ーブ1の内側に設けた細粒スライム回収部内に入
り込んで沈澱し、その内底部より順次蓄積収容さ
れる。
The depth of the borehole reaches the groundwater level and the GL
- If the depth is 1.85 m or deeper, a backflow preventer 8 is attached to the upper end of the lower boring rod 7, and the upper boring rod 12 is connected to the core tube 1 and 7 while water is being supplied through these boring rods 12 and 7. Rotate 3 and continue digging work. Excavation is carried out by being gradually scraped away by a metal chip 5 protruding from the tip of a rotating metal crown 4, and the chips such as cobbles, gravel, other fine particles, and sand that are generated at this time are first removed by cobbles, gravel, and other fine particles. The coarse slime R such as sand and gravel is sequentially stored in the coarse slime collecting section 13 in the lower core tube 3 while pushing aside the rod-shaped elastic body 6 which is provided protruding in the axial direction from the inner peripheral surface of the metal crown 4.
In addition, the fine slime S such as fine particles and sand threads between the bored hole wall and the core tubes 1 and 2 and reaches the upper end opening of the upper core tube 1.
As the flow rate gradually decreases, the slime enters the fine slime collecting section provided inside the upper core tube 1 and precipitates, and is sequentially accumulated and stored from the inner bottom thereof.

所定の深度までの堀削作業を終了するかあるい
は粗粒又は細粒スライム回収部内が満杯になつた
ときには地上からの送水を停止し、逆流防止器8
より上部ボーリングロツド12を取り外す。この
とき下部ボーリングロツド7内の清水(泥水)と
排水(スライムの混入する清水又は泥水)との比
重差により下部ボーリングロツド12内の清水
(泥水)が上方に逆流して吹き上げるが逆流防止
器8内の球状弁体11がただちにその浮力作用に
より上部ボーリングロツド持続のための開口端に
圧接されて上記吹き上げ水の吹き上げを阻止す
る。この状態のまま本案のボーリング装置を地上
に引き上げた後下部ボーリングロツド7の上端よ
り逆流防止器を取り外し、上部コアチユーブ1の
細粒スライム回収部14内に回収した細粒スライ
ムS、および下部コアチユーブ3の粗粒スライム
回収部13内に回収した粗粒スライムRとをそれ
ぞれ排除し、さらにボーリングを続行する場合に
はこれらを上記した逆の順序で組み立てた後再度
作業を繰り返す。
When the excavation work to a predetermined depth is completed or the coarse or fine slime collecting section is full, water supply from the ground is stopped and the backflow preventer 8
Remove the upper boring rod 12. At this time, due to the difference in specific gravity between the fresh water (muddy water) in the lower boring rod 7 and the wastewater (fresh water or muddy water mixed with slime), the fresh water (muddy water) in the lower boring rod 12 flows back upwards and blows up, but backflow is prevented. The spherical valve body 11 in the vessel 8 is immediately pressed against the opening end of the upper boring rod by its buoyant action to prevent the above-mentioned blown-up water from being blown up. After raising the proposed boring device to the ground in this state, the backflow preventer is removed from the upper end of the lower boring rod 7, and the fine slime S collected in the fine slime collection section 14 of the upper core tube 1 and the lower core tube are collected. The coarse slime R collected in the coarse slime collection section 13 of No. 3 is removed, and when boring is to be continued, these are assembled in the reverse order as described above and the operation is repeated again.

(考案の効果) 本考案は上記したように、先端にメタルクラウ
ンを有する円筒状の粗粒スライム回収部と、該粗
粒スライム回収部にカツプリングを介して連接さ
れる円筒状の細粒スライム回収部とを有するコア
チユーブと、該コアチユーブ内に先端を挿通させ
るボーリングロツドとからなり、前記粗粒スライ
ム回収部にはその先端のメタルクラウン寄りの位
置に一端を円筒周面に固定させた複数本の棒状弾
性体を円筒体の軸心方向に向けて放射状に突設さ
れたものであるから砂泥等の細粒スライムばかり
でなく玉石や砂礫等の粗粒スライムをも回収しな
がら堀削作業をおこなうことができ、従来の如く
粗粒スライムによる堀削の障害を来たすことがな
い。
(Effects of the invention) As described above, the present invention includes a cylindrical coarse slime collecting section having a metal crown at the tip, and a cylindrical fine slime collecting section connected to the coarse slime collecting section via a coupling ring. The coarse slime collecting section includes a plurality of boring rods having one end fixed to the cylindrical circumferential surface at a position near the metal crown of the coarse slime collecting section. This rod-shaped elastic body is installed radially in the direction of the axis of the cylindrical body, making it possible to collect not only fine-grained slime such as sand and mud, but also coarse-grained slime such as cobblestones and gravel during excavation work. This eliminates the problem of boring due to coarse slime as in the conventional method.

またボーリングロツドの途中には逆流防止装置
を備えてなるものであるためにボーリング作業の
中断または終了に伴つて地上部にてボーリングロ
ツドを取り外した際にボーリングロツド内の清水
(泥水)と排水(スライムの混入する清水又は泥
水)との比重差により生ずる清水(泥水)逆流吹
き上げを防止することができ、作業環境を悪化さ
せることがなく、また孔底あるいは側壁部の崩壊
によるボーリング減少の誘発を防止することがで
きる。
In addition, since the boring rod is equipped with a backflow prevention device in the middle, when the boring rod is removed from above ground due to the interruption or completion of boring work, fresh water (muddy water) inside the boring rod may be removed. It is possible to prevent the blowing up of fresh water (muddy water) caused by the difference in specific gravity between the water and wastewater (clean water or muddy water mixed with slime), thereby preventing deterioration of the working environment and reducing boring due to collapse of the hole bottom or side wall. It is possible to prevent the induction of

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

第1図は本考案の一実施例であるボーリング装
置の要部縦断面図、第2図はメタルクラウンの拡
大縦断面図、第3図はメタルクラウンの拡大底面
図、第4図は逆流防止器の拡大縦断面図、第5図
は第4図におけるA−A線矢視方向断面図であ
る。 1……上部コアチユーブ、2……カツプリン
グ、3……下部コアチユーブ、4……メタルクラ
ウン、6……棒状弾性体、7……下部ボーリング
ロツド、8……逆流防止器、9……中空室、10
……弁体支承プレート、11……球状弁体、12
……上部ボーリングロツド、13……粗粒スライ
ム回収部、14……細粒スライム回収部。
Figure 1 is a vertical cross-sectional view of the main parts of a boring machine that is an embodiment of the present invention, Figure 2 is an enlarged vertical cross-sectional view of the metal crown, Figure 3 is an enlarged bottom view of the metal crown, and Figure 4 is backflow prevention. FIG. 5 is an enlarged vertical cross-sectional view of the vessel, and is a cross-sectional view taken along the line A--A in FIG. 4. 1... Upper core tube, 2... Coupling, 3... Lower core tube, 4... Metal crown, 6... Rod-shaped elastic body, 7... Lower boring rod, 8... Backflow preventer, 9... Hollow chamber , 10
... Valve body support plate, 11... Spherical valve body, 12
...Upper boring rod, 13...Coarse slime collection section, 14...Fine slime collection section.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 先端にメタルクラウンを有する円筒状の粗粒ス
ライム回収部と、該粗粒スライム回収部にカツプ
リングを介して連接される円筒状の細粒スライム
回収部とを有するコアーチユーブと、該コアーチ
ユーブ内に先端を挿通させるボーリングロツドと
からなり、前記粗粒スライム回収部にはその先端
のメタルクラウン寄りの位置に一端を円筒周面に
固定させた複数本の棒状弾性体を円筒体の軸心方
向に向けて放射状に突設させるとともに、ボーリ
ングロツドの途中には逆流防止器を備えてなるこ
とを特徴とするボーリング装置。
A core tube including a cylindrical coarse slime collection section having a metal crown at the tip, and a cylindrical fine slime collection section connected to the coarse slime recovery section via a coupling ring; The coarse slime collection section has a plurality of rod-shaped elastic bodies with one end fixed to the cylindrical circumferential surface at a position near the metal crown at the tip of the coarse slime collecting section, and oriented toward the axis of the cylindrical body. A boring device characterized in that the boring rod is provided in a radial manner and is provided with a backflow preventer in the middle of the boring rod.
JP19943286U 1986-12-29 1986-12-29 Expired JPH0423991Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19943286U JPH0423991Y2 (en) 1986-12-29 1986-12-29

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19943286U JPH0423991Y2 (en) 1986-12-29 1986-12-29

Publications (2)

Publication Number Publication Date
JPS63108490U JPS63108490U (en) 1988-07-13
JPH0423991Y2 true JPH0423991Y2 (en) 1992-06-04

Family

ID=31161051

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19943286U Expired JPH0423991Y2 (en) 1986-12-29 1986-12-29

Country Status (1)

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JP (1) JPH0423991Y2 (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9198871B2 (en) 2005-08-15 2015-12-01 Abbott Products Gmbh Delayed release pancreatin compositions

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9198871B2 (en) 2005-08-15 2015-12-01 Abbott Products Gmbh Delayed release pancreatin compositions

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