JPS6346543Y2 - - Google Patents
Info
- Publication number
- JPS6346543Y2 JPS6346543Y2 JP1984163280U JP16328084U JPS6346543Y2 JP S6346543 Y2 JPS6346543 Y2 JP S6346543Y2 JP 1984163280 U JP1984163280 U JP 1984163280U JP 16328084 U JP16328084 U JP 16328084U JP S6346543 Y2 JPS6346543 Y2 JP S6346543Y2
- Authority
- JP
- Japan
- Prior art keywords
- nozzle
- outer cylinder
- water
- pressure
- injection nozzle
- 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
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 51
- 238000002347 injection Methods 0.000 claims description 43
- 239000007924 injection Substances 0.000 claims description 43
- 239000000463 material Substances 0.000 claims description 5
- 239000002689 soil Substances 0.000 description 5
- 238000009412 basement excavation Methods 0.000 description 3
- 239000002245 particle Substances 0.000 description 3
- 239000004576 sand Substances 0.000 description 3
- 239000004927 clay Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005299 abrasion Methods 0.000 description 1
- 239000000919 ceramic Substances 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
- 238000011084 recovery Methods 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
- 239000008400 supply water Substances 0.000 description 1
Landscapes
- Nozzles (AREA)
Description
【考案の詳細な説明】
〔産業上の利用分野〕
本考案は高圧噴射ノズルに関し、特に土木工事
で地盤を掘削し杭を打込む圧水循環式噴射ポンプ
による杭圧入装置に使用される高圧噴射ノズルに
関する。[Detailed description of the invention] [Field of industrial application] The present invention relates to a high-pressure injection nozzle, and in particular to a high-pressure injection nozzle used in a pile press-in device using a pressurized water circulation injection pump that excavates the ground and drives piles in civil engineering work. Regarding.
従来から土木工事で地盤を掘削し杭を打込む装
置として、圧水循環式噴射ポンプによる杭圧入装
置が知られている。
BACKGROUND ART A pile press-in device using a pressurized water circulation type injection pump has been known as a device for excavating the ground and driving piles in civil engineering work.
而してこの圧水循環式噴射ポンプによる杭圧入
装置に使用される高圧噴射ノズルとしては、第3
図に示す如きものが知られている。すなわちノズ
ルボデイA内に圧水を矢印の如く噴射せしめる内
孔Bが穿設され、さらに先細りとなるように傾斜
孔Cとし、先端部では内孔Bより径の小さい内孔
Dとし、開口部Eから圧水が噴射される構造をな
している。 Therefore, the third high-pressure injection nozzle used in the pile press-in device using this pressure water circulation type injection pump is
The one shown in the figure is known. That is, an inner hole B through which pressurized water is injected as shown by the arrow is bored in the nozzle body A, an inclined hole C is formed so as to be tapered, an inner hole D is formed at the tip, and the diameter is smaller than that of the inner hole B, and an opening E is formed. It has a structure in which pressurized water is injected from it.
そして、圧水循環式噴射ポンプにより砂や粘土
の粒子等の混入した高圧水がノズル径により圧力
調整と流量調整が行なわれ、杭の打込まれる真下
を掘削するのである。ここで、高圧水は砂粒等が
混じつた泥水であるので、砂粒等がノズル内面に
衝突し、ノズル内面を激しく削食する。従つてノ
ズルはそのノズル径により圧力と流量を調整して
いるので、上記削食に対して頻繁に交換しなけれ
ばならないという問題点があつた。 Then, the pressure and flow rate of high-pressure water mixed with sand and clay particles are adjusted by the nozzle diameter using a pressure water circulation injection pump, and the area directly below where the pile is driven is excavated. Here, since the high-pressure water is muddy water mixed with sand particles, etc., the sand particles collide with the inner surface of the nozzle and severely erode the inner surface of the nozzle. Therefore, since the pressure and flow rate of the nozzle are adjusted by the nozzle diameter, there is a problem in that the nozzle must be replaced frequently to prevent the above-mentioned erosion.
また、この高圧噴射ノズルを実際土木工事に使
用する場合玉石等の土質では噴射ノズル内径が大
きく(圧力は低い)、流量の多いものを使用し、
水量で玉石を土中で動かし杭を打込む。また、超
硬質の土質例えば粘土質等ではノズル内径が小さ
く(圧力は高い)、流量の少ないものを使用し、
土質を掘削し杭を打込む必要がある。従つて噴射
ノズルの内径が異なつたものを選択して使用する
必要がある。 In addition, when using this high-pressure injection nozzle for actual civil engineering work, use one with a large inner diameter (low pressure) and high flow rate on soil such as cobblestone.
The amount of water moves the boulders into the soil and drives the stakes. In addition, if the soil is extremely hard, such as clay, use a nozzle with a small inner diameter (high pressure) and a low flow rate.
It is necessary to excavate the soil and drive piles. Therefore, it is necessary to select and use injection nozzles with different inner diameters.
また、作業現場の土質は試験削孔(ボーリン
グ)等で、予め土質条件を調査して行つている。 In addition, the soil conditions at the work site are investigated in advance through test drilling and other methods.
しかしながら、実際の作業においては試験デー
タと合致しないことが多く、何種類かの噴射ノズ
ルを用意してその都度交換して使用しなければな
らず、その度毎に杭打条件も変更しなければなら
ないため、噴射ノズルの交換に手間がかかり、労
力を要していた。また従来の噴射ノズルは一体構
造となつており、かつノズル内径が摩耗し易く耐
久性に劣つていて使用条件に満足できなくなり頻
繁に交換し破棄しなければならない。
However, in actual work, test data often does not match, and it is necessary to prepare several types of injection nozzles and replace them each time they are used, and the pile driving conditions must also be changed each time. Therefore, replacing the injection nozzle was time-consuming and labor-intensive. Further, conventional injection nozzles have a one-piece structure, and the inner diameter of the nozzle easily wears out, resulting in poor durability, which means that the conditions of use cannot be satisfied and the nozzle must be replaced and discarded frequently.
さらに、従来の噴射ノズルに耐久性のある材料
を使用すると、一体構造となつているため製品部
材が大きく高価、頻繁に交換するため経済的に不
利であるという問題があつた。 Furthermore, when a durable material is used for the conventional injection nozzle, there are problems in that the product is large and expensive because of its integral structure, and it is economically disadvantageous because it must be replaced frequently.
そこで、本考案は上記事実に鑑み、問題を解決
するために提案されたものであつて、その目的
は、ノズル部が着脱可能で交換が容易で、着脱を
繰返して行うことができ、しかも耐久性に優れ、
かつ小型で経済性に富んだ高圧噴射ノズルを提供
するにある。 Therefore, the present invention was proposed to solve the problem in view of the above facts, and its purpose is to make the nozzle part detachable and easy to replace, to be able to be attached and detached repeatedly, and to be durable. excellent in sex,
The object of the present invention is to provide a high-pressure injection nozzle that is small and highly economical.
上記課題を解決するため、本考案においては、
地盤に垂直に進入して掘削し杭を打込む圧水循環
式噴射ポンプによる杭圧入装置に使用される高圧
噴射ノズルにおいて、貫通孔に基端部より大径の
止まり内孔を形成した外筒と、該外筒の止まり内
孔の基端部側に螺着されその基端部側に送水管を
接続可能とした内筒と、該内筒の先端部と前記外
筒の止まり内孔に挟圧され前記内筒と前記外筒と
の螺合をロツクするナツトの係脱により着脱自在
なノズルとからなることを特徴とする。
In order to solve the above problems, in this invention,
A high-pressure injection nozzle used in a pile press-in device using a pressurized water circulation type injection pump that penetrates the ground vertically to excavate and drive piles, has an outer cylinder with a blind inner hole that is larger in diameter than the base end in the through hole. , an inner cylinder which is screwed onto the proximal end side of the blind inner hole of the outer cylinder and to which a water pipe can be connected to the proximal end side; and an inner cylinder which is sandwiched between the distal end of the inner cylinder and the blind inner hole of the outer cylinder. It is characterized by comprising a nozzle that can be freely attached and detached by engaging and disengaging a nut that is pressed and locks the threaded engagement between the inner cylinder and the outer cylinder.
前記ノズルは超硬素材で形成されれば好適であ
る。 Preferably, the nozzle is made of a superhard material.
上記構成を採用したことにより、本考案の高圧
噴射ノズルによれば、ノズルが着脱可能で、必要
時の交換が容易となり、着脱を繰返して行うこと
ができ、しかもノズルを超硬素材で形成した場合
には摩耗が非常に少なく耐久性が良好となる。 By adopting the above configuration, the high-pressure injection nozzle of the present invention has a nozzle that is detachable, easy to replace when necessary, and can be repeatedly attached and detached.Moreover, the nozzle is made of a carbide material. In this case, wear is very low and durability is good.
以下、本考案の一実施態様を図面に基づいて詳
細に説明する。
Hereinafter, one embodiment of the present invention will be described in detail based on the drawings.
まず、本考案の高圧噴射ノズルが土木工事の循
環式噴射ポンプによる杭圧入装置に使用されてい
る状態について説明する。 First, the state in which the high-pressure injection nozzle of the present invention is used in a pile press-in device using a circulating injection pump for civil engineering work will be explained.
第2図は本考案の高圧噴射ノズルが使用されて
いる土木工事の循環式噴射ポンプによる杭圧入装
置を用いてシートパルプの打込時における硬質地
盤の掘削を行う実施例である。 FIG. 2 shows an example of excavating hard ground during driving of sheet pulp using a pile press-in device using a circulating injection pump for civil engineering work, in which the high-pressure injection nozzle of the present invention is used.
第2図において、クレーン101の吊り下げに
よるシートパイルPを圧入機102をもつて硬質
地盤中に静圧入により杭打作業を行う場合、まず
シートパイルPの打込み地帯に近傍する地盤上に
泥水循環式噴射ポンプ103を設置する。また泥
水循環式ポンプ103に近傍する地盤に水タンク
104を配置するとともに、その隣接位置には上
記の水タンク104に給水を行う水源Sを確保す
る。そしてこの水源Sから上記の水タンク104
に補給用水中ポンプ105付の低圧補給水管10
6を配管し、また上記の水タンク104から杭打
地盤までは揚水ポンプ107付の泥水回収管10
8を配管する。さらに泥水循環噴射ポンプ103
の端部に配置されているポンプ装置の吸入口10
3bには吸込管109の一端を接続してその他端
は前記水タンク104に接続し、上記ポンプ装置
の排出口103aには高圧給水管110の一端を
接続したのち、この高圧給水管110の他端には
先端に本考案の高圧噴射ノズルNを装着した送水
管111を結合する。 In FIG. 2, when performing piling work by statically press-fitting a sheet pile P into hard ground using a press-in machine 102 by suspending a crane 101, first muddy water circulates on the ground near the driving zone of the sheet pile P. A type injection pump 103 is installed. Further, a water tank 104 is placed on the ground near the muddy water circulation pump 103, and a water source S for supplying water to the water tank 104 is secured adjacent to the water tank 104. From this water source S to the water tank 104
Low pressure supply water pipe 10 with submersible pump 105 for supplying water to
6, and a mud water collection pipe 10 with a pump 107 is connected from the water tank 104 to the piling ground.
Plumb 8. Furthermore, mud water circulation injection pump 103
The inlet 10 of the pump device, which is located at the end of
3b, one end of the suction pipe 109 is connected, the other end is connected to the water tank 104, and one end of the high-pressure water supply pipe 110 is connected to the discharge port 103a of the pump device. A water pipe 111 having a high-pressure injection nozzle N according to the present invention attached to its tip is connected to the end.
上記の配管後に硬質地盤内へシートパイルPを
打込む際はあらかじめクレーン101によつて杭
打計画位置に搬入したシートパイルPを圧入機1
02の図示しないチヤツキング装置をもつて把持
した状態により、泥水循環式ポンプ103のポン
プ操作を開始すると、当初は水源Sから導入され
た水タンク104内の源水を、吸入口103bか
らの吸込みと排出口103aからの排出操作をも
つて先端の本考案の高圧噴射ノズルNから高圧水
として噴射し、当該パイルPの下端位置にあたる
地盤の掘削を行うが、上記により噴射された高圧
水は泥水Vとなつて蓄留されるため、この泥水V
は揚水ポンプ107付の泥水回収管108により
前記の水タンク104内へ回収されることにな
る。従つてこの直後からは、掘削時における高圧
水の噴射と、その回収による泥水Vの再使用と回
収不足水は補給用水中ポンプ105により、円滑
容易に高圧水の掘削と圧入機102の押込み操作
をもつて硬質地盤中に静圧入により杭打作業を行
う。 When driving the sheet pile P into the hard ground after the piping described above, the sheet pile P that has been carried in advance to the planned pile driving position by the crane 101 is placed in the press-in machine 1.
When the pump operation of the muddy water circulation pump 103 is started while the pump is gripped with the chucking device (not shown) of 02, the source water in the water tank 104, which was initially introduced from the water source S, is sucked in from the suction port 103b. With the discharge operation from the discharge port 103a, high-pressure water is injected from the high-pressure injection nozzle N of the present invention at the tip, and the ground corresponding to the lower end position of the pile P is excavated. This muddy water V
is collected into the water tank 104 through a muddy water collection pipe 108 equipped with a pump 107. Therefore, immediately after this, the injection of high-pressure water during excavation, the reuse of the muddy water V by its recovery, and the replenishment submersible pump 105 for replenishing the insufficient water will smoothly and easily perform the excavation with high-pressure water and the pushing operation of the injection machine 102. Perform pile driving work by static press-fitting into hard ground.
次に本考案の高圧噴射ノズルNの具体的構造に
ついて説明する。 Next, the specific structure of the high pressure injection nozzle N of the present invention will be explained.
第1図のイは本考案の高圧噴射ノズルNの側面
断面図、第1図のロは第1図のイの矢視図、第
1図のハ図は第1図のイの矢視図および第1図
のニは、第1図のイにおけるノズルのみの別の実
施例である。 1A in FIG. 1 is a side sectional view of the high-pressure injection nozzle N of the present invention, B in FIG. 1 is a view in the direction of the arrow A in FIG. 1, and C in FIG. 1D is another embodiment of only the nozzle shown in FIG. 1A.
第1図のイ,ロおよびハにおいて、外筒1に貫
通孔を穿設すると共に、基端部より大径の止まり
内孔1aを穿設し、該基端部内孔1aに内筒3を
そのネジ部4で螺着可能としている。該内筒3の
先端部と前記外筒1の止まり内孔1aの間にノズ
ル2を挟圧し、更にノズル2を緊締するため内筒
3の前記外筒1との螺合をロツクナツト5により
ネジ部6で螺着しロツクしている。 In A, B, and C of Fig. 1, a through hole is bored in the outer cylinder 1, and a blind inner hole 1a with a larger diameter than the base end is bored, and the inner cylinder 3 is inserted into the inner hole 1a of the base end. The threaded portion 4 allows for screwing. The nozzle 2 is squeezed between the tip of the inner cylinder 3 and the blind inner hole 1a of the outer cylinder 1, and in order to further tighten the nozzle 2, the inner cylinder 3 is screwed into the outer cylinder 1 with a lock nut 5. It is screwed on and locked at part 6.
従つて、本考案の高圧噴射ノズルが使用される
時は、ノズル2は内筒3に密着して挿嵌されてい
るので、上下に変動することなく、従来のノズル
と全く同じ作用が施される。 Therefore, when the high-pressure injection nozzle of the present invention is used, since the nozzle 2 is tightly fitted into the inner cylinder 3, it does not move up and down and has exactly the same effect as a conventional nozzle. Ru.
内筒3内には、圧水が通る貫通孔3aが穿設さ
れ、ノズル2内もやはり圧水が通る先細りの傾斜
孔2aを有した内孔2bで貫通している。 A through hole 3a through which pressurized water passes is bored in the inner cylinder 3, and an inner hole 2b having a tapered inclined hole 2a through which pressurized water passes through the nozzle 2 as well.
ノズルの内孔2b、内筒の貫通孔3aの径は従
来のノズルで使用される径と全く同じ考え方で穿
孔すればよい。 The diameters of the inner hole 2b of the nozzle and the through hole 3a of the inner cylinder may be determined in the same way as the diameters used in conventional nozzles.
このように本考案の高圧噴射ノズルは、従来の
噴射ノズルのような一体構造でなく、ロツクナツ
ト5をゆるめることにより、内筒3とノズル2が
外筒1から着脱できるのでノズル2の傾斜孔2a
や内孔2bが圧水により摩耗しても簡単に取換え
が可能となつている。 In this way, the high-pressure injection nozzle of the present invention does not have an integral structure like conventional injection nozzles, but by loosening the lock nut 5, the inner cylinder 3 and nozzle 2 can be attached and detached from the outer cylinder 1.
Even if the inner hole 2b is worn out by pressurized water, it can be easily replaced.
さらに、ノズル2が超硬素材例えばセラミツク
や超硬合金等で形成されているので、傾斜孔2a
や内孔2bの摩耗が非常に少なく長時間の使用に
耐えるようになつている。 Furthermore, since the nozzle 2 is made of a carbide material such as ceramic or cemented carbide, the inclined hole 2a
The inner hole 2b has very little wear and can withstand long-term use.
なお、内筒3の基端部外周3bに送水管111
を付設して使用される。 Note that a water pipe 111 is installed on the outer periphery 3b of the base end of the inner cylinder 3.
Used with.
第1図のニは他のノズル2′の実施例で、傾斜
孔と内孔が第1図のイに挿着されているものより
内孔が大きいものの例であり、これ以外にも種々
異なつたものを使用することが出来る。すなわ
ち、その場合ノズル2のみを取換えるだけで済
む。 D in Fig. 1 is an example of another nozzle 2' in which the inclined hole and inner hole are larger than the one inserted in A in Fig. 1. You can use ivy. That is, in that case, only the nozzle 2 needs to be replaced.
なお、第1図のイおよびニにおいて、7a〜7
eはいずれもOリングである。 In addition, in A and D of FIG. 1, 7a to 7
e is an O-ring.
このように構成すると、ノズル2に働く高圧水
の力は外筒1の止まり内孔1aの肩部で受けるこ
とになり、しかも内筒3先端部がノズル2基端部
に密着しているのでネジ部4や6に直接負荷がか
からず、且つロツクナツト5によつてロツクして
いるので、緊締される。従つて、ネジ部4や6に
直接負荷がかからないのでネジ部破損等がなくノ
ズル2の着脱を繰返して行うことができる。 With this configuration, the force of high-pressure water acting on the nozzle 2 is received by the shoulder of the blind inner hole 1a of the outer cylinder 1, and since the tip of the inner cylinder 3 is in close contact with the base end of the nozzle 2, Since no load is directly applied to the threaded portions 4 and 6 and they are locked by the lock nut 5, they are tightened. Therefore, since no load is directly applied to the threaded portions 4 and 6, the nozzle 2 can be repeatedly attached and detached without damaging the threaded portions.
本考案の高圧噴射ノズルは、従来のような一体
構造でなく、外筒にノズルを着脱自在に内嵌せし
めたことから、掘削加工条件等によるノズルの変
更あるいはノズル摩耗による変更等に容易に交換
が出来、その場で対応できる。そして、ノズルの
交換は半永久的に繰返して行うことができる。さ
らに代替コストも低減する。さらにノズルが小型
で形成されている場合には、耐摩耗性に優れると
共に、品質管理が厳格に出来、製品バラツキがな
く高精度のものが得られる。
The high-pressure injection nozzle of this invention does not have an integrated structure like the conventional one, but the nozzle is removably fitted into the outer cylinder, so it can be easily replaced when the nozzle is changed due to excavation processing conditions or due to nozzle wear. and can respond on the spot. The nozzle can be repeatedly replaced semi-permanently. It also reduces replacement costs. Furthermore, when the nozzle is formed in a small size, it has excellent abrasion resistance, allows for strict quality control, and provides high precision without product variation.
ノズルの傾斜孔および内孔の面にたとえ摩耗が
生じたとしてもノズルだけの交換でよい為経済性
にも優れ、かつ交換が短時間に済む。 Even if wear occurs on the surfaces of the inclined hole and inner hole of the nozzle, only the nozzle needs to be replaced, so it is economical and can be replaced in a short time.
作業現場条件に応じてノズルを容易に交換で
き、かつ保管、運搬の場合も小型軽量であるため
扱い易い。 The nozzle can be easily replaced depending on the work site conditions, and it is also easy to handle when storing and transporting because it is small and lightweight.
第1図イは本考案の高圧噴射ノズルNの側面断
面図、第1図ロは第1図イの矢視図、第1図ハ
は第1図イの矢視図および第1図ニは第1図イ
における内筒部のみの別の実施例である。第2図
は本考案の高圧噴射ノズルが使用されている土木
工事の循環式噴射ポンプによる杭圧入装置を用い
てシートパイルの打込時における硬質地盤の掘削
を行う実施例である。第3図は従来の掘削用圧水
噴射ノズルの側面断面図である。
1……外筒、2……ノズル、3……内筒、4,
6……ネジ部、5……ロツクナツト、101……
クレーン、102……圧入機、103……泥水循
環式噴射ポンプ、104……水タンク、111…
…送水管、N……高圧噴射ノズル、P……シート
パイル。
FIG. 1A is a side sectional view of the high-pressure injection nozzle N of the present invention, FIG. 1B is a view taken in the direction of the arrow in FIG. 1A, FIG. This is another embodiment of only the inner cylindrical portion shown in FIG. 1A. FIG. 2 shows an example of excavating hard ground when driving sheet piles using a pile press-in device using a circulation type injection pump for civil engineering work in which the high-pressure injection nozzle of the present invention is used. FIG. 3 is a side sectional view of a conventional excavating pressure water injection nozzle. 1... Outer cylinder, 2... Nozzle, 3... Inner cylinder, 4,
6...Screw part, 5...Lock nut, 101...
Crane, 102...Press-in machine, 103...Mud water circulation injection pump, 104...Water tank, 111...
...Water pipe, N...High pressure injection nozzle, P...Sheet pile.
Claims (1)
循環式噴射ポンプによる杭圧入装置に使用され
る高圧噴射ノズルにおいて、貫通孔に基端部よ
り大径の止まり内孔を形成した外筒と、該外筒
の止まり内孔の基端部側に螺着されその基端部
側に送水管を接続可能とした内筒と、該内筒の
先端部と前記外筒の止まり内孔に挟圧され前記
内筒と前記外筒との螺合をロツクするナツトの
係脱により着脱自在なノズルとから成ることを
特徴とする高圧噴射ノズル。 (2) 前記ノズルは超硬素材で形成されたことを特
徴とする実用新案登録請求の範囲第1項記載の
高圧噴射ノズル。[Scope of Claim for Utility Model Registration] (1) In a high-pressure injection nozzle used in a pile press-in device using a pressure water circulation type injection pump that enters the ground vertically to excavate and drive piles, An outer cylinder having an inner hole with a blind diameter, an inner cylinder that is screwed onto the proximal end of the blind inner hole of the outer cylinder, and a water pipe can be connected to the proximal end of the outer cylinder, and a distal end of the inner cylinder. A high-pressure injection nozzle comprising a nozzle and a nozzle that can be freely attached and detached by engaging and disengaging a nut that is pressed into a blind inner hole of the outer cylinder and locks the screwing of the inner cylinder and the outer cylinder. (2) The high-pressure injection nozzle according to claim 1, wherein the nozzle is made of a superhard material.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1984163280U JPS6346543Y2 (en) | 1984-10-29 | 1984-10-29 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1984163280U JPS6346543Y2 (en) | 1984-10-29 | 1984-10-29 |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6179659U JPS6179659U (en) | 1986-05-27 |
JPS6346543Y2 true JPS6346543Y2 (en) | 1988-12-02 |
Family
ID=30721138
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1984163280U Expired JPS6346543Y2 (en) | 1984-10-29 | 1984-10-29 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6346543Y2 (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101167854B1 (en) | 2011-12-02 | 2012-07-23 | 창신인터내셔날 주식회사 | Air supply method for cluster hammer with nozzle |
CN108360976A (en) * | 2018-02-11 | 2018-08-03 | 河北工业大学 | Particle punching drilling nozzle flow channel |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS4942503A (en) * | 1972-05-19 | 1974-04-22 |
-
1984
- 1984-10-29 JP JP1984163280U patent/JPS6346543Y2/ja not_active Expired
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS4942503A (en) * | 1972-05-19 | 1974-04-22 |
Also Published As
Publication number | Publication date |
---|---|
JPS6179659U (en) | 1986-05-27 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
USRE37450E1 (en) | Directional multi-blade boring head | |
US5941322A (en) | Directional boring head with blade assembly | |
US5242026A (en) | Method of and apparatus for drilling a horizontal controlled borehole in the earth | |
US5392868A (en) | Directional multi-blade boring head | |
US5148880A (en) | Apparatus for drilling a horizontal controlled borehole in the earth | |
US5799740A (en) | Directional boring head with blade assembly | |
CN106639870B (en) | A kind of drilling and forming hole technique of embedded rock pile | |
JP4796477B2 (en) | Steel pipe soil cement pile construction method and composite pile construction method | |
US6189630B1 (en) | Downhole hammer-type core barrel | |
CN106812471A (en) | Reducing rotary drill tools and construction method | |
JPS6346543Y2 (en) | ||
USRE37975E1 (en) | Directional boring head with blade assembly | |
JP2604479Y2 (en) | Swivel joint for drilling equipment | |
JP2000179272A (en) | Auger screw and excavating method using the same | |
JPH11190018A (en) | Ground improvement method by high pressure injection and agitation, and monitor therefor | |
JPH06346676A (en) | Drilling machine | |
JP2963066B2 (en) | Well drilling method | |
JP3065237B2 (en) | Drilling rig | |
JP2004238838A (en) | Diamond bit for rotary boring | |
JPH10159474A (en) | Excavation method and device | |
KR960005000Y1 (en) | Rockdrill bit | |
JP3069190U (en) | Screw for drilling and its head | |
JP2526336B2 (en) | Ground improvement body construction method and construction equipment used for it | |
JPH1018285A (en) | Jet grout method | |
JP3001929U (en) | Rock bit |