JPH0235088B2 - - Google Patents
Info
- Publication number
- JPH0235088B2 JPH0235088B2 JP59178483A JP17848384A JPH0235088B2 JP H0235088 B2 JPH0235088 B2 JP H0235088B2 JP 59178483 A JP59178483 A JP 59178483A JP 17848384 A JP17848384 A JP 17848384A JP H0235088 B2 JPH0235088 B2 JP H0235088B2
- Authority
- JP
- Japan
- Prior art keywords
- drilling
- outer tube
- tip
- injection device
- blade
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
- 238000005553 drilling Methods 0.000 claims description 39
- 238000002347 injection Methods 0.000 claims description 15
- 239000007924 injection Substances 0.000 claims description 15
- 239000007788 liquid Substances 0.000 claims description 3
- 239000011440 grout Substances 0.000 description 8
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 6
- 238000009412 basement excavation Methods 0.000 description 4
- 229910003460 diamond Inorganic materials 0.000 description 3
- 239000010432 diamond Substances 0.000 description 3
- 239000011435 rock Substances 0.000 description 2
- 239000004927 clay Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/12—Consolidating by placing solidifying or pore-filling substances in the soil
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- Agronomy & Crop Science (AREA)
- Environmental & Geological Engineering (AREA)
- Soil Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
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所望の深さ範囲にグラウ
トを注入浸透せしめて地盤改良、止水等を行うた
めの削孔注入装置に係る。[Detailed Description of the Invention] (Industrial Application Field) The present invention relates to a drilling and injection device for drilling holes in the ground and injecting and penetrating grout to a desired depth range to improve the ground, stop water, etc. .
(従来技術)
従来、グラウト注入に先立つて注入用ロツドを
地盤(岩盤も含む)に設置する場合、地盤に対し
て直立させたロツドを徐々に推進させながら回転
させて、先端に取り付けた硬質チツプ、ダイヤモ
ンドチツプ等により土石を削り、同時にロツド内
に削孔水を圧入してその先端(下端)より噴出さ
せ、削り屑(スライム)を削孔水にて地上へ吹き
上げながら掘進し削孔する方法がとられている。(Prior art) Conventionally, when installing a grouting rod in the ground (including bedrock) prior to grouting, the rod is held upright against the ground and is rotated while being gradually propelled to insert a hard tip attached to the tip. , a method in which soil and stones are scraped with diamond chips, etc., and at the same time drilling water is forced into the rod and ejected from the tip (lower end), and the drilling water blows up the shavings (slime) to the ground while drilling. is taken.
この場合、削孔対象地盤が岩盤であつたり、或
いは硬質の粘度層から成つていたり、或いはコン
クリートが打ち込んである場所である場合、硬質
チツプ、ダイヤモンドチツプ等が取り付けてある
ロツド下縁部に対面する地盤部分のみが環状に切
削され、中央に円柱状の削り残し部分がロツド内
に突入した状態で生じ、削孔水の供給に支障をき
たしたり、或いは送水圧力が異常に高くなつた
り、或いは最悪の場合にはロツドが詰つて掘削不
能の状態に陥ることがあり、これを回復するには
ロツドを一旦地上へ引き上げ、詰つた物を取り出
す作業が必要であり、効率が悪く経済的でないと
いう問題があつた。 In this case, if the ground to be drilled is rock, or is made up of a hard viscous layer, or where concrete has been poured, the lower edge of the rod where a hard chip, diamond chip, etc. is attached should be This occurs when only the facing ground is cut in a ring shape, and a cylindrical uncut part in the center protrudes into the rod, which may impede the supply of drilling water or cause the water supply pressure to become abnormally high. Or, in the worst case scenario, the rod may become clogged, making it impossible to dig, and to recover from this situation, it is necessary to lift the rod to the ground and remove the clogged material, which is inefficient and uneconomical. There was a problem.
そこで、従来、ロツドの詰りを防止するために
ロツド先端の内側に、ロツド横方向へ延びる一文
字状、十文字状等の掘削刃を固着して設け、ロツ
ド下縁部の内側においても切削を行なうようにす
ることが提案されている。 Therefore, conventionally, in order to prevent the rod from clogging, a cutting blade in the shape of a single character, cross, etc. extending in the lateral direction of the rod was fixed to the inside of the tip of the rod, and cutting was also performed inside the lower edge of the rod. It is proposed to do so.
ところで、最近対象地盤の削孔及び注入を連続
的に且つ効果的に行なうようにするために、膨張
収縮可能のパツカー及び液体吐出口を有する先端
装置をロツド(外管)にその下端より突出撤収可
能に設け、削孔時には先端装置をロツド内に収め
ておき、削孔終了時にグラウト注入に先立つて先
端装置を突出させ、パツカーを膨張させて削孔壁
とロツドの間のグラウト逃出路を阻み、しかる後
に注入を行う削孔注入装置が開発されているが、
この装置に上記のような一文字状、十文字状の横
方向の掘削刃を固着して設けることは不可能であ
る。というのは容易に理解され得るように、掘削
刃が先端装置の突出撤収の障害になるからである
(発明が解決しようとする課題)
本発明の課題は上記のような先端装置を有する
削孔注入装置に於て、削孔作業中に詰土乃至詰り
物が発生しないようにすることである。 By the way, recently, in order to continuously and effectively perform drilling and injection into the target ground, an expansible packer and a tip device with a liquid discharge port were protruded from the lower end of the rod (outer tube) and withdrawn. The tip device is housed in the rod during drilling, and when the hole is finished, the tip device is protruded before grout is injected, and the packer is expanded to open a grout escape path between the hole wall and the rod. A drilling and injection device has been developed that blocks and then injects.
It is impossible to firmly provide this device with the above-mentioned linear or cross-shaped horizontal excavation blades. This is because, as can be easily understood, the drilling blade becomes an obstacle to the protrusion and withdrawal of the tip device (problem to be solved by the invention). To prevent clogging or clogging from occurring during drilling work in a pouring device.
(課題を解決するための手段)
本発明は上記の課題を解決するために、上記の
先端装置を有する削孔注入装置に於て、外管を横
切る方向に掘削刃を有し、外管から突出撤収可能
に設けられ、撤収時に上記の掘削刃が外管下縁と
略々同位置になるように位置固定される横刃部材
を設け、この横刃部材を上記の先端装置に連結し
たのである。(Means for Solving the Problems) In order to solve the above-mentioned problems, the present invention provides a drilling and injection device having the above-mentioned tip device, which has a drilling blade in a direction transverse to the outer pipe, and has a drilling blade extending from the outer pipe. A horizontal blade member is provided that can be protruded and retracted, and is fixed in position so that the excavation blade is at approximately the same position as the lower edge of the outer tube when withdrawn, and this horizontal blade member is connected to the tip device. be.
(作用)
上記の構成によつて、削孔時には横刃部材が撤
収されていて、この状態で掘削刃が外管下縁に設
けた掘削用チツプと略々同位置に維持され、掘削
用チツプと一緒になつて外管の下端全面の土石等
を削ることになるので柱状の削り残しが発生する
ことはなく、またグラウト注入時には横刃部材は
先端装置と共に外管から突出せしめられるので、
何等先端装置の作動の障害となることはない。(Function) With the above configuration, the horizontal blade member is withdrawn during drilling, and in this state, the drilling blade is maintained at approximately the same position as the drilling tip provided on the lower edge of the outer tube, and the drilling tip is Since the earth and stones on the entire lower end of the outer pipe are scraped together with the outer pipe, there is no columnar uncut residue, and when grouting, the horizontal blade member is made to protrude from the outer pipe together with the tip device.
It does not interfere with the operation of the advanced device in any way.
(実施例)
以下添付図面により本発明の実施例を説明す
る。(Example) Examples of the present invention will be described below with reference to the accompanying drawings.
第1図及び第2図は何れも本発明装置の正面図
であつて一部(外管)を縦断面にて示しており、
第1図は削孔時、第2図はグラウト注入時の状態
を示している。図中、1は外管、2は内管、3は
先端装置、4は横刃部材である。 FIG. 1 and FIG. 2 are both front views of the device of the present invention, showing a part (outer tube) in longitudinal section.
Fig. 1 shows the state during drilling, and Fig. 2 shows the state during grout injection. In the figure, 1 is an outer tube, 2 is an inner tube, 3 is a tip device, and 4 is a side blade member.
外管1は掘削管として作用し、従つてその下端
面には硬質チツプ、ダイヤモンド等からなる掘削
用チツプ(第3〜5図参照)が固着されている。
外管1の内部には間隔を置いて内管2が嵌め込ま
れており、この内管は削孔水、グラウトを給送し
先端装置3へ送り込む。内管2は多重管として構
成してもよく、それにより異種薬液を別送して先
端部で混合し、瞬結性グラウトを作つて注入する
ことが可能である。 The outer tube 1 functions as an excavation tube, and therefore, an excavation tip (see FIGS. 3 to 5) made of a hard tip, diamond, etc. is fixed to its lower end surface.
An inner tube 2 is fitted into the outer tube 1 at intervals, and this inner tube feeds drilling water and grout to the tip device 3. The inner tube 2 may be constructed as a multi-tube structure, thereby making it possible to separately feed different types of chemical solutions and mix them at the tip to form a flash-setting grout and inject it.
内管2の下端にはシール部6を介して先端装置
3が接続されている。先端装置は管状の本体7を
有し、この本体には膨張収縮可能のゴムスリーブ
から成るパツカー8が嵌装してある。このパツカ
ーは、先端装置3の突出時(第2図)に、内外管
の間隙9に供給されている圧力流体(例えば加圧
空気)を供給されて膨張せしめられ削孔壁に当接
し、先端装置3の先端から吐出して地盤内へ浸透
せしめられるべきグラウトの逃出路を閉鎖する。 A tip device 3 is connected to the lower end of the inner tube 2 via a seal portion 6. The tip device has a tubular body 7 into which is fitted a packer 8 consisting of an expandable and deflated rubber sleeve. When the tip device 3 is protruded (Fig. 2), the packer is expanded by being supplied with pressure fluid (for example, pressurized air) supplied to the gap 9 between the inner and outer tubes, and comes into contact with the drilling wall, and the tip of the packer is expanded. The escape path of the grout to be discharged from the tip of the device 3 and penetrated into the ground is closed.
上記のような削孔注入装置に於て、本発明によ
れば先端装置3の下端に連結部材10を介して横
刃部材4が設けてある。この横刃部材は先端部に
外管1を横切る方向に延びる掘削刃11を有し、
この掘削刃は後方へ延びる板状の脚部12に保持
されている。第1図から明らかなように、横刃部
材4は外管1内へ撤収可能であり、その際脚部1
2の側方部分は外管1の下端に設けた縦スリツト
13に係合するようになされている。横刃部材4
のこの撤収位置に於て掘削刃11は外管1の下端
面、即ち掘削用チツプ5の設けてある面の側方に
くるように寸法が定められている。この場合、掘
削刃11は掘削用チツプ5と同一レベルにある必
要はなく、チツプ5に対して前方或いは後方へず
れていてもよい。 In the above-described hole injection device, according to the present invention, a side blade member 4 is provided at the lower end of the tip device 3 via a connecting member 10. This horizontal blade member has a digging blade 11 extending in a direction across the outer tube 1 at the tip,
This digging blade is held by a plate-shaped leg 12 extending rearward. As is clear from FIG.
The side portions of 2 are adapted to engage with vertical slits 13 provided at the lower end of the outer tube 1. Side blade member 4
Dimensions are determined so that in the retracted position of the saw, the digging blade 11 is located on the lower end surface of the outer tube 1, that is, on the side of the surface on which the digging tip 5 is provided. In this case, the excavating blade 11 does not need to be at the same level as the excavating tip 5, and may be shifted forward or backward relative to the tip 5.
第3〜5図に示すように掘削刃11は一文字
状、十字状、Y字状に形成してもよく、また超硬
合金のチツプによつて製作することが好ましい。
また、スリツト13とこれに係合する脚部12の
側方部分は図示のように先端に向つて拡開する形
状とすることが好ましく、これによつて相互の係
合離脱が円滑且つ確実に行なわれる。 As shown in FIGS. 3 to 5, the excavating blade 11 may be formed into a single character shape, a cross shape, or a Y shape, and is preferably made of a cemented carbide chip.
Further, it is preferable that the slit 13 and the side portions of the legs 12 that engage with the slit 13 have a shape that widens toward the tip as shown in the figure, so that mutual engagement and disengagement can be made smoothly and reliably. It is done.
外管1の下端部分、即ち掘削用チツプ5及びス
リツト13を設けてある部分をクラウン14とし
て構成し、これを外管本体に螺着し、取外し可能
にしておくことが好ましい。 It is preferable that the lower end portion of the outer tube 1, that is, the portion where the excavating tip 5 and the slit 13 are provided, be configured as a crown 14, which is screwed onto the outer tube body and made removable.
(発明の効果)
本発明による装置は上記のような構成及び作用
を有するので、粘土質の地盤、コンクリートの打
込んである地盤、岩盤に削孔する際にも柱状の削
り残し部は何等発生せず、確実に削孔でき、従つ
て削孔注入作業が連続的且つ迅速に行なわれ、短
期間の中に経済的な地盤改良が行い得るものであ
る。(Effects of the Invention) Since the device according to the present invention has the above-described structure and operation, no columnar uncut portions are left when drilling holes in clay ground, concrete-filled ground, or rock. Therefore, the hole drilling work can be carried out continuously and quickly, and economical ground improvement can be carried out in a short period of time.
第1図は本発明による削孔注入装置の削孔時の
状態における一部断面正面図、第2図は同削孔注
入装置のグラウト注入時の状態における一部断面
正面図、第3図は同削孔注入装置の下端部の斜視
図、第4図は他の実施例における下端部の斜視
図、第5図は更に他の実施例における下端部の斜
視図である。
符号の説明:1……外管、2……内管、3……
先端装置、4……横刃部材、5……掘削用チツ
プ、8……パツカー、11……掘削刃、13……
縦スリツト。
FIG. 1 is a partially sectional front view of the drilling injection device according to the present invention in a state during drilling, FIG. 2 is a partially sectional front view of the same drilling injection device in a state during grout injection, and FIG. FIG. 4 is a perspective view of the lower end of the same drilling injection device, FIG. 4 is a perspective view of the lower end in another embodiment, and FIG. 5 is a perspective view of the lower end in yet another embodiment. Explanation of symbols: 1... Outer tube, 2... Inner tube, 3...
Tip device, 4...Horizontal blade member, 5...Drilling tip, 8...Packer, 11...Drilling blade, 13...
Vertical slit.
Claims (1)
と、その内部に嵌装された送液用内管とを有し、
この内管の先端には液体吐出口及びパツカーを有
する先端装置が上記外管から突出撤収可能に接続
されている削孔注入装置に於て、上記外管を横切
る方向に掘削刃を有し、外管から突出撤収可能に
設けられ、撤収時に上記の掘削刃が外管下縁と
略々同位置になるように位置固定される横刃部材
を有し、この横刃部材が上記の先端装置に連結さ
れていることを特徴とする削孔注入装置。 2 上記の掘削刃が外管の直径方向に一文字状に
延びている特許請求の範囲第1項に記載の削孔注
入装置。 3 上記の掘削刃が外管の中心部で交差して十文
字状に延びている特許請求の範囲第1項に記載の
削孔注入装置。 4 上記の掘削刃が縦方向へ延びる脚部の先端に
設けてあり、上記脚部が外管に設けた縦スリツト
に係合して支持、案内される特許請求の範囲第1
〜3項の何れか1つに記載の削孔注入装置。[Scope of Claims] 1. An outer tube for drilling a hole with a tip for drilling attached to the lower edge thereof, and an inner tube for feeding liquid fitted inside the outer tube,
In the drilling and injection device, a tip device having a liquid discharge port and a packer is protruded from and retractably connected to the outer tube at the tip of the inner tube, and has a drilling blade in a direction transverse to the outer tube; It has a horizontal blade member that protrudes from the outer tube and is removably provided, and is fixed in position so that the digging blade is at approximately the same position as the lower edge of the outer tube when withdrawn, and this horizontal blade member is attached to the tip device. A drilling injection device characterized by being connected to. 2. The drilling and injection device according to claim 1, wherein the drilling blade extends in a straight line in the diameter direction of the outer tube. 3. The drilling and injection device according to claim 1, wherein the drilling blades intersect at the center of the outer tube and extend in a criss-cross shape. 4. Claim 1, wherein the digging blade is provided at the tip of a leg extending in the vertical direction, and the leg is supported and guided by engaging with a vertical slit provided in the outer tube.
The drilling injection device according to any one of items 1 to 3.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP17848384A JPS6157712A (en) | 1984-08-29 | 1984-08-29 | Pouring device for excavation hole |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP17848384A JPS6157712A (en) | 1984-08-29 | 1984-08-29 | Pouring device for excavation hole |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6157712A JPS6157712A (en) | 1986-03-24 |
JPH0235088B2 true JPH0235088B2 (en) | 1990-08-08 |
Family
ID=16049258
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP17848384A Granted JPS6157712A (en) | 1984-08-29 | 1984-08-29 | Pouring device for excavation hole |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6157712A (en) |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS55165314A (en) * | 1979-06-11 | 1980-12-23 | Shin Nippon Techno Kk | Method and device for chemical grouting for improvement of ground |
JPS5752452A (en) * | 1980-09-12 | 1982-03-27 | Teruo Fukuda | Filth treating device for bed, wheelchair, etc. that serious case, physically handicapped person, aged being continuously ill in bed, etc. use |
JPS5948518A (en) * | 1982-09-13 | 1984-03-19 | Kyokado Eng Co Ltd | Ground injection work and injection tube therefor |
-
1984
- 1984-08-29 JP JP17848384A patent/JPS6157712A/en active Granted
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS55165314A (en) * | 1979-06-11 | 1980-12-23 | Shin Nippon Techno Kk | Method and device for chemical grouting for improvement of ground |
JPS5752452A (en) * | 1980-09-12 | 1982-03-27 | Teruo Fukuda | Filth treating device for bed, wheelchair, etc. that serious case, physically handicapped person, aged being continuously ill in bed, etc. use |
JPS5948518A (en) * | 1982-09-13 | 1984-03-19 | Kyokado Eng Co Ltd | Ground injection work and injection tube therefor |
Also Published As
Publication number | Publication date |
---|---|
JPS6157712A (en) | 1986-03-24 |
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