JPH0312197B2 - - Google Patents
Info
- Publication number
- JPH0312197B2 JPH0312197B2 JP14570383A JP14570383A JPH0312197B2 JP H0312197 B2 JPH0312197 B2 JP H0312197B2 JP 14570383 A JP14570383 A JP 14570383A JP 14570383 A JP14570383 A JP 14570383A JP H0312197 B2 JPH0312197 B2 JP H0312197B2
- Authority
- JP
- Japan
- Prior art keywords
- casing
- screw
- blade
- screw blade
- ground
- 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
Links
- 238000005553 drilling Methods 0.000 claims description 10
- 239000007788 liquid Substances 0.000 claims description 8
- 239000000126 substance Substances 0.000 claims description 8
- 229910000831 Steel Inorganic materials 0.000 claims description 5
- 239000010959 steel Substances 0.000 claims description 5
- 239000002689 soil Substances 0.000 description 7
- 239000004570 mortar (masonry) Substances 0.000 description 6
- 239000004576 sand Substances 0.000 description 5
- 230000002093 peripheral effect Effects 0.000 description 4
- 238000009412 basement excavation Methods 0.000 description 3
- 238000002347 injection Methods 0.000 description 3
- 239000007924 injection Substances 0.000 description 3
- 239000003795 chemical substances by application Substances 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 238000005266 casting Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 239000003814 drug Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000004898 kneading Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Earth Drilling (AREA)
Description
【発明の詳細な説明】
本発明は地盤削孔用スクリユー管にかゝり、鋼
管等からなるケーシングを用いて地盤を削孔する
ものにおいて大型の礫であつても揚上させること
ができる地盤削孔用スクリユー管に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a screw pipe for drilling holes in the ground, and in drilling holes in the ground using a casing made of a steel pipe, etc. Regarding screw tubes for drilling holes.
基礎杭の造成においては、地表から堅孔を掘削
したのち既製杭の建込み、またはコンクリートの
打設により杭を造成する手段、あるいは掘削土砂
を排土せず、湧水にモルタル、硬化剤等を注入し
て混練し、ソイルモルタル杭を造成する手段、等
が多く用いられている。 When creating foundation piles, there are two methods: drilling hard holes from the ground surface and then erecting ready-made piles, or casting concrete to create piles, or using spring water with mortar, hardening agent, etc. without discharging the excavated soil. Methods such as injecting and kneading soil mortar to create soil mortar piles are often used.
しかして上記いずれの造成においても、地盤を
掘削する掘削機が用いられるが、従来の掘削機は
第1図に示すように、軸1の外周にスクリユー羽
根2を螺旋状に形成し、下端に掘削刃3を有する
オーガスクリユー4が用いられ、必要によりその
外周に鋼管等からなるケーシング5が外嵌され、
前記オーガスクリユー4を掘削機の駆動部6に連
結してこれを回転駆動することにより地盤に堅孔
を掘削し、掘削した土砂や礫は削孔された孔また
はケーシング5の内周面と軸1との間に収容して
スクリユー羽根2の回転により上方へ搬送され、
地上に排出されるようになされている。 An excavator is used to excavate the ground in any of the above land reclamation operations, but as shown in Fig. 1, conventional excavators have screw blades 2 spirally formed around the outer periphery of a shaft 1, and An auger screw 4 having a digging blade 3 is used, and if necessary, a casing 5 made of a steel pipe or the like is fitted around the outer circumference of the auger screw 4.
The auger screw 4 is connected to the drive unit 6 of an excavator and driven to rotate to drill a hard hole in the ground, and the excavated soil and gravel are connected to the drilled hole or the inner peripheral surface of the casing 5. It is stored between the shaft 1 and transported upward by the rotation of the screw blade 2,
It is designed to be discharged onto the ground.
しかるに、掘削地盤が礫地帯で大型の礫が多い
箇所に削孔する場合、礫Aの大きさが、第2図示
のように前記孔またはケーシング5の内面と軸1
との間の間隙に制約され、その間隙以上に大きい
礫は搬送不能となり、使用地盤に制約を受け、必
要以上に大径のケーシング5およびオーガスクリ
ユー4を用いなければならないなどの問題があつ
た。 However, when drilling a hole in a place where the excavation ground is a gravel area and there are many large gravels, the size of the gravel A may be smaller than the inner surface of the hole or the casing 5 and the shaft 1, as shown in the second figure.
There are problems such as being restricted by the gap between the concrete and gravel, making it impossible to transport gravel that is larger than that gap, being restricted by the ground, and having to use a casing 5 and auger screw 4 with a larger diameter than necessary. Ta.
本発明はこれに鑑み、上記従来の問題点を解消
することを目的としてなされたもので、鋼管等か
らなるケーシングの内周面にスクリユー羽根部材
を螺旋状に固着して無軸のスクリユー羽根を内設
し、前記ケーシングの周面にはスクリユー羽根上
に載つて搬送される土砂に抵抗を与えるため土砂
を削孔された孔の内面に接しさせる窓孔を所要の
間隔をもつて配列開口し、前記スクリユー羽根に
は薬液注入用パイプを螺旋状に設け、スクリユー
羽根の半径以上に大きい礫であつても取込んで搬
送し得るようにした地盤削孔用スクリユー管を提
供するものである。 In view of this, the present invention has been made with the aim of solving the above-mentioned conventional problems.The present invention is made by fixing a screw blade member in a spiral shape to the inner peripheral surface of a casing made of a steel pipe or the like. Window holes are arranged at required intervals on the circumferential surface of the casing to allow the earth and sand to come into contact with the inner surface of the drilled hole in order to provide resistance to the earth and sand carried on the screw blades. The present invention provides a screw tube for ground drilling, in which a pipe for injecting a chemical solution is spirally provided on the screw blade, and even gravel larger than the radius of the screw blade can be taken in and transported.
以下、本発明を第3図乃至第9図に示す実施例
を参照し、第1図と共通する部分には同一符号を
付して説明する。 Hereinafter, the present invention will be described with reference to the embodiments shown in FIGS. 3 to 9, with the same reference numerals assigned to parts common to those in FIG. 1.
第3図は本発明によるスクリユー管7の外観を
示し、第4図はその一部の拡大斜視図で、鋼管等
からなるケーシング8と、このケーシング8の内
周面に螺旋状に固着されたスクリユー羽根9とか
らなつており、このスクリユー羽根9は無軸であ
る。 FIG. 3 shows the external appearance of the screw tube 7 according to the present invention, and FIG. 4 is an enlarged perspective view of a part thereof, showing a casing 8 made of a steel pipe or the like, and a screw tube fixed to the inner peripheral surface of the casing 8 in a spiral shape. It consists of a screw blade 9, and this screw blade 9 is axisless.
前記ケーシング8の周面には、軸方向に間隔
(例えばスクリユー羽根9の1ピツチ置き)をお
いて所要数の窓孔10,10…が形成されてい
る。この窓孔は第5図にその部分の断面を示すよ
うに、直径方向対称位置に円周のほゞ1/4周にわ
たる開口幅を有している。 A required number of window holes 10, 10, . . . are formed on the circumferential surface of the casing 8 at intervals in the axial direction (for example, every other pitch of the screw blades 9). As shown in the cross section of FIG. 5, this window hole has an opening width extending approximately 1/4 of the circumference at a diametrically symmetrical position.
前記スクリユー羽根9には、モルタル、地盤硬
化剤等を注入するための薬液注入用パイプ11が
螺旋状に配設され、その上端は掘削機の薬液供給
源に接続し得るようになつており、下端はスクリ
ユー羽根9の下端の掘削刃12の基部に開口され
ている。 A chemical liquid injection pipe 11 for injecting mortar, soil hardening agent, etc. is spirally arranged on the screw blade 9, and the upper end thereof can be connected to a chemical liquid supply source of an excavator. The lower end is opened at the base of the excavating blade 12 at the lower end of the screw blade 9.
前記スクリユー羽根9の製作については、例え
ば第6図にその1つの平面を示すように、金属板
を中心孔13を有する円盤状にプレス成形し、そ
の半径方向にスリツト14を形成したものを多数
設け、これを第7図示のようにスリツト14部分
で上下にずらせることにより螺旋状にねじり、そ
のスリツト14部分の下側の端縁と次位のものの
スリツト14部分の上側の端縁とを溶接して順次
接続することによりスクリユー状に形成される。
またケーシング8への溶接は、前記窓孔10,1
0…を利用して行なえばよい。 For manufacturing the screw blade 9, for example, as shown in one plane in FIG. 6, a metal plate is press-formed into a disk shape having a center hole 13, and a number of slits 14 are formed in the radial direction. This is twisted spirally by shifting it up and down at the slit 14 part as shown in Figure 7, and the lower edge of the slit 14 part and the upper edge of the next slit 14 part are connected. It is formed into a screw shape by sequentially connecting them by welding.
Furthermore, the welding to the casing 8 is performed by the window holes 10 and 1.
This can be done by using 0...
本発明は上記構成であるから、上記スクリユー
管8を掘削機の駆動部6に接続し、これを回転駆
動して地盤に堅孔を掘削すると、スクリユー羽根
9の下端の掘削刃12により土砂が掘削され、そ
の掘削された土砂はスクリユー羽根9上に載つて
上方に搬送される。この搬送途上においてケーシ
ング8に開口された窓孔10,10…の部分でス
クリユー羽根9上の土砂が削孔された孔の内周面
に接触して摩擦抵抗を受け、スクリユー羽根9上
で滑ることなく上方へ搬送され、ケーシング8の
上端から地上に排出される。 Since the present invention has the above configuration, when the screw pipe 8 is connected to the drive unit 6 of an excavator and is driven to rotate to excavate a hard hole in the ground, the excavation blade 12 at the lower end of the screw blade 9 removes earth and sand. The excavated soil is placed on screw blades 9 and conveyed upward. During this transportation, the earth and sand on the screw blade 9 comes into contact with the inner peripheral surface of the drilled hole at the window holes 10, 10... opened in the casing 8, receives frictional resistance, and slides on the screw blade 9. The casing 8 is conveyed upward without any movement and is discharged to the ground from the upper end of the casing 8.
上記掘削中に大きい礫Aがあつた場合には、第
8図および第9図に示すようにスクリユー羽根9
の中心を超えて入り込め、そのまゝ上方へ送られ
る。 If large gravel A is found during the above-mentioned excavation, the screw blade 9
It penetrates beyond the center of the body and is sent upwards.
掘削土砂を撹拌し、モルタル等を注入する場合
には、前記削孔時あるいは引抜き時にパイプ11
を通じて薬液類を注入すればよい。 When stirring the excavated soil and injecting mortar etc., the pipe 11 is
You can inject liquid medicine through the tube.
第10図乃至第13図は、本発明の変形例を示
すもので、第10図示の実施例は窓孔10を軸方
向に千鳥状に互い違いに配設した場合であり、ま
た第11図示の実施例は窓孔10を第12図にそ
の1つを示すように軸方向に長い長円形とし、か
つスクリユー羽根9の螺旋方向に互いに軸方向の
位置をずらして形成した場合である。そのほか第
13図示のように窓孔10を軸方向に長い一連の
ものとしてもよい。さらに掘削刃12は、スクリ
ユー羽根9の下端に装着するほか、ケーシング8
の下端に設けてもよく、またスクリユー羽根9に
設ける掘削刃12はケーシング8の下端から突出
させず、第13図示のようにケーシング8内に位
置させるようにしてもよい。 FIGS. 10 to 13 show modified examples of the present invention. The embodiment shown in FIG. In the embodiment, the window holes 10 are formed in an axially elongated oval shape, one of which is shown in FIG. 12, and are formed so that their axial positions are shifted from each other in the helical direction of the screw blades 9. Alternatively, as shown in FIG. 13, the window holes 10 may be formed in a series that is long in the axial direction. Furthermore, the excavating blade 12 is attached to the lower end of the screw blade 9, and also to the casing 8.
Alternatively, the excavating blade 12 provided on the screw blade 9 may not protrude from the lower end of the casing 8 but may be positioned within the casing 8 as shown in FIG.
以上説明したように本発明は、ケーシングの内
周面にスクリユー羽根を無軸で螺設し、このスク
リユー羽根の下端あるいはケーシング下端の掘削
刃により削孔するようにしたので、スクリユー羽
根間の空間内に大きい礫であつても軸に障害され
ずに収容して上方に搬出することができ、大きい
礫が存在する地盤であつても支障なく削孔するこ
とができる。またケーシングの周面に所要数の窓
孔を開設し、この窓孔を通じてスクリユー羽根上
に載つた土砂や礫を削孔内面に接触させて摩擦抵
抗を受けるようにしているので、無軸であつても
スクリユー羽根に載つて上方に搬送することが確
実になされ、かつスクリユー羽根に薬液注入パイ
プを螺旋状に設けているので、モルタルやその他
の薬液を注入することができるなどの種々の効果
を有する。 As explained above, in the present invention, screw blades are screwed onto the inner circumferential surface of the casing without a shaft, and holes are drilled by the lower end of the screw blade or the drilling blade at the lower end of the casing, so that the space between the screw blades is Even if there is large gravel in the ground, it can be accommodated and carried upward without being obstructed by the shaft, and even in the ground where large gravel exists, holes can be drilled without any problem. In addition, the required number of window holes are provided on the circumferential surface of the casing, and through these windows, the earth and sand and gravel placed on the screw blade come into contact with the inner surface of the drilled hole and receive frictional resistance. Even if the chemical liquid is placed on the screw blade and transported upwards, it is ensured that the liquid is transported upward, and since the chemical liquid injection pipe is provided in a spiral shape on the screw blade, various effects such as being able to inject mortar and other chemical liquids are achieved. have
第1図は従来の掘削機を示す側面図、第2図は
従来のケーシングオーガによる礫の搬送状態を示
す水平断面図、第3図は本発明によるスクリユー
管の一実施例を示す正面図、第4図は同一部の拡
大斜視図、第5図は同水平断面図、第6図および
第7図は同スクリユー管のスクリユー羽根を製造
する一手段の説明図、第8図および第9図は本発
明によるスクリユー管の礫搬送状態を示す垂直お
よび水平断面図、第10図乃至第13図は他の変
形例を示す説明図である。
8……ケーシング、9……スクリユー羽根、1
0……窓孔、11……薬液注入用パイプ、12…
…掘削刃。
FIG. 1 is a side view showing a conventional excavator, FIG. 2 is a horizontal sectional view showing the state of conveying gravel by a conventional casing auger, and FIG. 3 is a front view showing an embodiment of the screw tube according to the present invention. FIG. 4 is an enlarged perspective view of the same part, FIG. 5 is a horizontal sectional view of the same, FIGS. 6 and 7 are explanatory diagrams of one means for manufacturing the screw blade of the screw tube, and FIGS. 8 and 9. 1A and 1B are vertical and horizontal sectional views showing the gravel conveying state of the screw tube according to the present invention, and FIGS. 10 to 13 are explanatory views showing other modified examples. 8...Casing, 9...Screw blade, 1
0...Window hole, 11...Pipe for chemical injection, 12...
...Drilling blade.
Claims (1)
グの内周面に螺旋状に固着された軸なしのスクリ
ユー羽根とを有し、前記ケーシングの周面には所
要の間隔をもつて窓孔を配列開口し、前記スクリ
ユー羽根には薬液注入用パイプを螺旋状に設ける
とともに下端に掘削刃を設け、前記ケーシングの
上端を掘削機の駆動部に接続自在としてなる地盤
削孔用スクリユー管。1. It has a casing made of a steel pipe or the like, and a screw blade without a shaft that is fixed to the inner circumferential surface of the casing in a spiral manner, and window holes are arranged and opened at required intervals on the circumferential surface of the casing. A screw tube for ground drilling, wherein the screw blade is provided with a pipe for injecting a chemical liquid in a spiral shape, and a drilling blade is provided at the lower end, and the upper end of the casing is connectable to a drive unit of an excavator.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP14570383A JPS6037391A (en) | 1983-08-11 | 1983-08-11 | Screw pipe for boring ground |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP14570383A JPS6037391A (en) | 1983-08-11 | 1983-08-11 | Screw pipe for boring ground |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6037391A JPS6037391A (en) | 1985-02-26 |
| JPH0312197B2 true JPH0312197B2 (en) | 1991-02-19 |
Family
ID=15391157
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP14570383A Granted JPS6037391A (en) | 1983-08-11 | 1983-08-11 | Screw pipe for boring ground |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6037391A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP6148499B2 (en) * | 2013-03-01 | 2017-06-14 | 五洋建設株式会社 | Steel pipe sheet pile press-fitting device |
-
1983
- 1983-08-11 JP JP14570383A patent/JPS6037391A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6037391A (en) | 1985-02-26 |
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