JPH0420694A - Borehole slime removal and hole wall cleaning equipment - Google Patents
Borehole slime removal and hole wall cleaning equipmentInfo
- Publication number
- JPH0420694A JPH0420694A JP12127090A JP12127090A JPH0420694A JP H0420694 A JPH0420694 A JP H0420694A JP 12127090 A JP12127090 A JP 12127090A JP 12127090 A JP12127090 A JP 12127090A JP H0420694 A JPH0420694 A JP H0420694A
- Authority
- JP
- Japan
- Prior art keywords
- pipe
- borehole
- slime
- discharge
- drill pipe
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Landscapes
- Underground Or Underwater Handling Of Building Materials (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
[産業上の利用分野]
本発明は、地盤に削孔したボーリング孔のスライム除去
及び孔壁の洗浄方法に関する。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a method for removing slime from a borehole drilled in the ground and cleaning the wall of the borehole.
[従来の技術]
摩擦杭やグランドアンカの引抜き耐力は、摩擦杭と地盤
との摩擦力や引張鋼材と定着材との付着力及びアンカ幹
体と定着地盤との引抜き抵抗力によって得られることは
周知である。以下グランドアンカを例にして説明すると
、グランドアンカは、所定の位置、方向に削孔したボー
リング孔内に引張材いわゆるテンドンを挿入し、定着材
を孔内に注入して養生後に、定着材に設計強度が発現し
てから引張材に緊張力を与える工法である。[Prior art] It is known that the pull-out strength of a friction pile or ground anchor is obtained by the frictional force between the friction pile and the ground, the adhesion force between the tensile steel material and the anchoring material, and the pull-out resistance between the anchor body and the anchoring ground. It is well known. To explain the following using a ground anchor as an example, a ground anchor is made by inserting a tensile material, so-called tendon, into a borehole drilled in a predetermined position and direction, injecting an anchoring material into the hole, and after curing it. This is a construction method that applies tension to the tensile material after the design strength has been achieved.
しかし、ボーリング孔内に比重の高いスライムや泥水が
残存すると、定着材を注入したときに、定着材とスライ
ムとが混練りされ定着材の強度が設計強度まで発現しな
い場合、またスライムの介在によって定着材の注入範囲
が侵害され、所定のアンカー幹体の形成が阻害されるこ
とにより、所定の付着力を得ることができないことがあ
る。However, if slime or muddy water with high specific gravity remains in the borehole, when the fixing material is injected, the fixing material and slime may be mixed and the strength of the fixing material may not reach the designed strength, or due to the presence of slime. A desired adhesion force may not be obtained because the injection range of the fixing material is violated and the formation of a desired anchor body is inhibited.
また、孔壁に泥膜等が付着したまま、定着材を注入する
と定着材が地盤に付着することが阻害され、地盤の引抜
き抵抗力より小さい抵抗力でテンドンが引き抜けること
がある。Furthermore, if the fixing material is injected with a mud film etc. attached to the hole wall, the fixing material will be inhibited from adhering to the ground, and the tendons may be pulled out with a resistance force smaller than the pull-out resistance force of the ground.
[発明が解決しようとする課題]
ボーリング孔のスライムの除去に関し、パイプを挿入し
て孔底に残存したスライムをパイプを介して外部に排出
除去する装置は、特公昭52−31645号公報及び特
開昭51−111708号公報等で知られている。[Problem to be Solved by the Invention] Regarding the removal of slime from a borehole, a device for inserting a pipe and discharging and removing the slime remaining at the bottom of the hole to the outside through the pipe is disclosed in Japanese Patent Publication No. 52-31645 and It is known from JP-A No. 51-111708.
しかし、かかる公知技術では、スライムの除去と孔壁の
洗浄とを単独の装置で行うことはできず、そのために孔
壁の洗浄をするために別の手段を用いねばならない。However, in such known techniques, it is not possible to remove the slime and clean the pore walls using a single device, and therefore separate means must be used to clean the pore walls.
[解決しようとする課題]
したがって、本発明はスライムの除去と孔壁の洗浄とを
単独の装置で行うことができるボーリング孔のスライム
除去及び孔壁の洗浄装置を提供することを目的としてい
る。[Problems to be Solved] Accordingly, an object of the present invention is to provide a borehole slime removal and hole wall cleaning device that can perform slime removal and hole wall cleaning with a single device.
[課題を解決するための手段]
本発明によれば、ボーリング孔の口元の地盤崩壊を防ぐ
ために埋設されたパイプと、該パイプに挿通されたドリ
ルパイプと、これら両パイプを密封固定する密封固定装
置と、前記ドリルパイプに挿通され先端が前記ボーリン
グ孔の底部に突出された排出パイプと、これらドリルパ
イプ及び排出パイプを密封支持すると共に注排水口と排
出ヘッドとを備えた密封支持装置と、前記排出パイプの
先端に設けられ該パイプ内への流れを許す先端開放手段
と、該先端開放手段の上方に設けられた噴射装置とを備
えている。[Means for Solving the Problems] According to the present invention, there is a pipe buried to prevent ground collapse at the mouth of a borehole, a drill pipe inserted into the pipe, and a sealing fixation for sealing and fixing both pipes. a discharge pipe that is inserted into the drill pipe and has a tip protruding from the bottom of the borehole; a sealed support device that seals and supports the drill pipe and the discharge pipe, and includes an inlet and a discharge head; The discharge pipe includes a tip opening means provided at the tip of the discharge pipe to allow flow into the pipe, and an injection device provided above the tip opening means.
上記先端開放手段は、公知技術によるボールバルブを備
えたストップ弁又はチエツク弁等で構成することができ
る。The tip opening means may be a stop valve or check valve equipped with a ball valve according to known technology.
また、噴射装置は、排出パイプに穿設された単孔もしく
は複数の噴射孔で構成する。Further, the injection device includes a single hole or a plurality of injection holes bored in the discharge pipe.
[作用コ
上記のように構成されたボーリング孔のスライム除去及
び孔壁の洗浄装置においては、地盤にガイドパイプを埋
設してドリルパイプによりボーリング孔を削孔したのち
、ドリルパイプを孔壁の洗浄が必要な位置まで引き上げ
、ガイドパイプとドリルパイプとを密封固定装置により
密封固定し、排水パイプをドリルパイプ内に挿通して先
端を孔内に突出し、排出パイプに排出ヘッドを取付けて
密封支持装置によりドリルパイプに密封支持し、排出ヘ
ッドより空気と水もしくは添加剤などを同時または単独
に供給し噴射孔より噴射して孔壁を洗浄し、スライム水
を注排出口から排出し、注排出口より水を注入して孔内
を満水にしたのちに注排出口から圧縮空気などの圧縮流
体を供給し、これらによりボールバルブのボールをスラ
イム水と共に排出ヘッドから排出し、注排出口から圧縮
空気を供給して孔内の泥水スライムを排出ヘッドから排
出して完了する。[Operations] In the borehole slime removal and borehole wall cleaning device configured as described above, a guide pipe is buried in the ground, a borehole is drilled with a drill pipe, and then the drill pipe is used to clean the borehole wall. is raised to the required position, the guide pipe and drill pipe are sealed and fixed using a sealing fixing device, the drain pipe is inserted into the drill pipe and the tip protrudes into the hole, the discharge head is attached to the discharge pipe, and the sealing support device is installed. The slime water is sealed and supported on the drill pipe by the discharge head, and air and water or additives are supplied simultaneously or separately from the discharge head and sprayed from the injection hole to clean the hole wall, and the slime water is discharged from the injection and discharge port. After injecting water to fill the hole, compressed fluid such as compressed air is supplied from the injection/discharge port, and the ball of the ball valve is discharged from the discharge head along with the slime water, and compressed air is discharged from the injection/discharge port. The process is completed by supplying water and discharging the muddy slime in the hole from the discharge head.
[実施例] 以下図面を参照して本発明の詳細な説明する。[Example] The present invention will be described in detail below with reference to the drawings.
第1図には、本発明を実施する装置でグランドアンカの
ボーリング孔内のスライムを除去し孔壁を洗浄する場合
を例として示されている。FIG. 1 shows, as an example, a case where an apparatus embodying the present invention is used to remove slime in a borehole of a ground anchor and clean the borehole wall.
この装置は、ボーリング孔Hの口元の崩壊を防ぐために
地盤に埋設されたガイドパイプ1と、このガイドパイプ
1に挿通されたドリルパイプ2と、それら両パイプ1.
2を密封固定する密封固定装置3と、ドリルパイプ2に
挿通され先端がボーリング孔Hの底部に突出された排出
パイプ8と、これら両パイプ2.8を密封支持する密封
支持装置9と、排出パイプ8の先端に設けられた先端開
放手段であるストップバルブ14と、そのストップバル
ブ14の上方に設けられた噴射装置17とより概略構成
されている。This device consists of a guide pipe 1 buried in the ground to prevent the mouth of a borehole H from collapsing, a drill pipe 2 inserted through the guide pipe 1, and both pipes 1.
2, a discharge pipe 8 which is inserted into the drill pipe 2 and whose tip protrudes at the bottom of the borehole H, a sealing support device 9 which sealably supports both pipes 2 and 8, It is generally constructed of a stop valve 14 which is a tip opening means provided at the tip of the pipe 8, and an injection device 17 provided above the stop valve 14.
前記密封固定装置3は、ドリルパイプ2にクランプされ
たベース4と、ベース4に固着されたねじジヤツキ5と
、ねじジヤツキ5に押圧される断面がL字状のパッカホ
ルダ6と、そのホルダ6の内部に設けられたゴムパッカ
7とからなっている。The sealing and fixing device 3 includes a base 4 clamped to the drill pipe 2, a screw jack 5 fixed to the base 4, a packer holder 6 with an L-shaped cross section pressed by the screw jack 5, and a packer holder 6 of the holder 6. It consists of a rubber packer 7 provided inside.
そして、ジヤツキハンド5aを回転させることによりゴ
ムパッカ7を押圧して両パイプ1.2を密封固定するよ
うになっている。Then, by rotating the jacking hand 5a, the rubber packer 7 is pressed and both pipes 1.2 are hermetically fixed.
前記密封支持装置9は、ドリルパイプ2に印籠嵌合され
注排出口11が形成されたケース10と、排出パイプ8
にねじ結合された排出ヘッド12とケース10のボス部
10aとの間をシールするシールリング13とよりなっ
ている。The sealing support device 9 includes a case 10 that is inro-fitted to the drill pipe 2 and has an inlet/outlet 11 formed therein, and a discharge pipe 8.
A seal ring 13 seals between the discharge head 12 screwed to the boss portion 10a of the case 10.
前記ストップバルブ14は、排出パイプ8の先端部に形
成されたバルブシート部15と、ゴム製のボールバルブ
のボール16とよりなっている。The stop valve 14 includes a valve seat portion 15 formed at the tip of the discharge pipe 8 and a ball 16 of a rubber ball valve.
前記噴射装置17は、排出パイプ8に穿設された多数の
噴射孔18.18・・・からなっている。The injection device 17 consists of a large number of injection holes 18, 18, . . . bored in the discharge pipe 8.
次に実施の態様を説明する。Next, an embodiment will be described.
第2図に示すように、ボーリング孔Hを削孔したのち、
孔壁の洗浄が必要な位置までドリルパイプ2を引き上げ
る。As shown in Figure 2, after drilling the borehole H,
The drill pipe 2 is pulled up to the position where the hole wall needs to be cleaned.
次いで第3図に示すように、ドリルパイプ2とガイドパ
イプ1とを密封固定装置3により密封固定する。Next, as shown in FIG. 3, the drill pipe 2 and the guide pipe 1 are sealed and fixed by a sealing and fixing device 3.
次いで第1図に示すように、ドリルパイプ2内に排出パ
イプ8を挿通し、ドリルパイプ2に排出ヘッド12を取
付け、密封支持装置9によりドリルパイプ2に密封支持
する。Next, as shown in FIG. 1, the discharge pipe 8 is inserted into the drill pipe 2, the discharge head 12 is attached to the drill pipe 2, and the discharge head 12 is sealed and supported on the drill pipe 2 by the seal support device 9.
次いで、排出パイプ8の中にボールバルブのボール16
を入れ、排出ヘッド12より圧縮空気と水とを供給し、
噴射孔18.18・・・から空気と水とを噴射して孔壁
を洗浄する。洗浄されたスライム水は、注排出口11か
ら排出される。Next, insert the ball 16 of the ball valve into the discharge pipe 8.
and supply compressed air and water from the discharge head 12,
Air and water are injected from the injection holes 18, 18... to clean the hole walls. The washed slime water is discharged from the pouring/discharging port 11.
次いで、注排出口11より水を注入し、孔内を満水にし
たのち、注排出口11から圧縮空気などを供給する。Next, water is injected through the inlet/outlet 11 to fill the inside of the hole with water, and then compressed air or the like is supplied through the inlet/outlet 11.
すると第4図に示すように、圧縮空気などによりボール
バルブのボール16はスライム水と共に排出ヘッド12
より排出される。Then, as shown in FIG. 4, compressed air or the like causes the ball 16 of the ball valve to flow into the discharge head 12 together with the slime water.
more excreted.
次いで、注排出口11から水を注入して孔内を満水にし
たのち、注排出口11から圧縮空気などを供給し、ボー
リング孔H内の泥水スライムを完全に排出ヘッド12か
ら排出して完了する。Next, after water is injected from the pouring/discharging port 11 to fill the hole with water, compressed air or the like is supplied from the pouring/discharging port 11, and the muddy slime in the borehole H is completely discharged from the discharging head 12, completing the process. do.
[発明の効果]
本発明は、以上説明したように構成されているので、単
独の装置で、スライムの除去と孔壁の洗浄とを行い、定
着材へのスライム及び泥水の混練りを防止し、定着材の
強度低下を防止することができ、また、孔壁に付着した
泥膜等を除去し、地山の引抜き抵抗力の低下を防止する
ことができる。[Effects of the Invention] Since the present invention is configured as described above, a single device can remove slime and clean the pore walls, thereby preventing slime and muddy water from being mixed into the fixing material. , it is possible to prevent a decrease in the strength of the fixing material, and it is also possible to remove mud films and the like adhering to the hole walls, thereby preventing a decrease in the pulling resistance of the ground.
また、排出パイプを介し排出ヘッドから泥水スライムを
除去するので、排出パイプ内の流速を大きくして、特に
従来は除去が困難であった拡孔部の肩の部分の泥水スラ
イムを完全に排出除去することができる。Additionally, since the muddy slime is removed from the discharge head via the discharge pipe, the flow velocity within the discharge pipe is increased to completely discharge and remove the muddy slime, especially from the shoulder area of the expanded hole, which was previously difficult to remove. can do.
また、特に粘土や泥岩等の削孔壁に泥膜が付着したり、
比重の高い泥水のでき易い地盤に対してグランドアンカ
を造成する工法に好適に実施することができる。In addition, mud films may adhere to the drilling walls, especially those made of clay or mudstone.
This method can be suitably applied to construction methods for constructing ground anchors on ground where muddy water with high specific gravity is likely to form.
第1図は本発明の一実施例を示す洗浄状態時の鉛直断面
図、第2図はドリルパイプ引き上げ時の状態、第3図は
ガイドパイプとドリルパイプとの密封固定時の状態及び
第4図は注排出口から水、空気を供給して洗浄を行うと
きの状態をそれぞれ示す鉛直断面図である。
H・・・ボーリング孔 1・・・ガイドパイプ 2
・・・ドリルパイプ 3・・・密封固定装置 8・
・・排出パイプ 9・・・密封支持装置 11・・
・注排出口 12・・・排出ヘッド 14・・・ス
トップバルブ 16・・・ボールバルブ 17・・
・噴射装置18・・・噴射孔FIG. 1 is a vertical cross-sectional view showing one embodiment of the present invention in a cleaning state, FIG. 2 is a state when the drill pipe is pulled up, FIG. 3 is a state when the guide pipe and drill pipe are sealed and fixed, and FIG. The figure is a vertical sectional view showing the state when cleaning is performed by supplying water and air from the inlet/outlet. H...Borehole 1...Guide pipe 2
...Drill pipe 3...Sealing fixing device 8.
...Discharge pipe 9...Sealing support device 11...
・Injection/discharge port 12...Discharge head 14...Stop valve 16...Ball valve 17...
・Injection device 18... injection hole
Claims (1)
パイプと、該パイプに挿通されたドリルパイプと、これ
ら両パイプを密封固定する密封固定装置と、前記ドリル
パイプに挿通され先端が前記ボーリング孔の底部に突出
された排出パイプと、これらドリルパイプ及び排出パイ
プを密封支持すると共に注排水口と排出ヘッドとを備え
た密封支持装置と、前記排出パイプの先端に設けられ該
パイプ内への流れを許す先端開放手段と、該先端開放手
段の上方に設けられた噴射装置とを備えていることを特
徴とするボーリング孔のスライム除去及び孔壁の洗浄装
置。A pipe buried to prevent ground collapse at the mouth of the borehole, a drill pipe inserted into the pipe, a sealing and fixing device for sealing and fixing both pipes, and a pipe inserted into the drill pipe with its tip at the borehole. a discharge pipe protruding from the bottom; a sealing support device that sealably supports the drill pipe and the discharge pipe and is equipped with an inlet and a discharge head; and a sealing support device provided at the tip of the discharge pipe to control the flow into the pipe. What is claimed is: 1. A device for removing slime from a borehole and cleaning a hole wall, comprising: a tip opening means for removing slime from a borehole; and an injection device provided above the tip opening means.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12127090A JP2807040B2 (en) | 1990-05-14 | 1990-05-14 | Boring hole slime removal and hole wall cleaning equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12127090A JP2807040B2 (en) | 1990-05-14 | 1990-05-14 | Boring hole slime removal and hole wall cleaning equipment |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0420694A true JPH0420694A (en) | 1992-01-24 |
| JP2807040B2 JP2807040B2 (en) | 1998-09-30 |
Family
ID=14807097
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP12127090A Expired - Fee Related JP2807040B2 (en) | 1990-05-14 | 1990-05-14 | Boring hole slime removal and hole wall cleaning equipment |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2807040B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100419973B1 (en) * | 2001-07-18 | 2004-03-04 | 주식회사 대창중기계 | Ground drilling rigs and method without raising dust |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105002867B (en) * | 2015-08-11 | 2017-05-17 | 中国葛洲坝集团第一工程有限公司 | Method for conducting pipeline filling material construction by adopting pipeline filling material construction device |
-
1990
- 1990-05-14 JP JP12127090A patent/JP2807040B2/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100419973B1 (en) * | 2001-07-18 | 2004-03-04 | 주식회사 대창중기계 | Ground drilling rigs and method without raising dust |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2807040B2 (en) | 1998-09-30 |
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