JPS637500A - Self-drilling type lock bolt - Google Patents
Self-drilling type lock boltInfo
- Publication number
- JPS637500A JPS637500A JP15078086A JP15078086A JPS637500A JP S637500 A JPS637500 A JP S637500A JP 15078086 A JP15078086 A JP 15078086A JP 15078086 A JP15078086 A JP 15078086A JP S637500 A JPS637500 A JP S637500A
- Authority
- JP
- Japan
- Prior art keywords
- rock
- tip
- hole
- bolt
- lock bolt
- 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.)
- Pending
Links
Landscapes
- Dowels (AREA)
- Joining Of Building Structures In Genera (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)
この発明は、ボルトの先端に錐先な嵌着し、そのボルト
自体を削岩機に取付は削岩ロッドとして穿孔し、所定の
位置までの穿孔が終了した後、そのボルトを引抜かずに
そのままグラウト剤を注入しロックアンカーとして使用
する自穿孔型ロックポル)K係るものである。[Detailed Description of the Invention] (Industrial Application Field) This invention involves fitting the tip of a bolt with a pointed tip, attaching the bolt itself to a rock drill, and drilling it as a rock drilling rod until it reaches a predetermined position. This is a self-drilling type Rockpol (K) in which grout is directly injected into the bolt and used as a rock anchor after the bolt has been drilled without being pulled out.
(従来の技術)
ロックボルトを使用するところは岩盤の状態が軟かい等
で悪いから、それをロックボルトで締結して補強するも
のである。(Prior Art) Rock bolts are used in places where the rock is in poor condition, such as being soft, so they are reinforced by tightening them with rock bolts.
ところで、従来−般的にはそのロックボルトの設置方法
は、特公昭60−20532号公報に記載されているよ
うに、削岩機と削岩ロッドによって穿孔を行った後、そ
の削岩ロッドを引抜き、その後、上記孔内に替わりにロ
ックボルトを挿入してグラウト剤を注入している。By the way, the conventional method for installing rock bolts is as described in Japanese Patent Publication No. 60-20532, after drilling a hole with a rock drill and a rock drilling rod, the rock bolt is After pulling it out, a rock bolt is inserted into the hole instead and grouting agent is injected into the hole.
(発明が解決しようとする問題点)
上記従来のロックボルトの設置方法においては、先ず削
岩ロッドで穿孔した際、その孔壁が自立することが条件
であるけれども、そもそも岩盤をロックボルトで補強す
るところは岩盤の状態が悪い、従って、岩盤が激しい風
化を受けて塊状である場合には、削岩ロッドで穿孔して
ゆくと孔の崩壊が起る。そのために、
(1)所定の位置まで穿孔した後の削岩ロッドの引抜き
が困難である。(Problem to be Solved by the Invention) In the conventional rock bolt installation method described above, the hole wall is required to be self-supporting when the hole is first drilled with a rock drilling rod, but in the first place the rock bed is reinforced with the rock bolt. The rock is in poor condition, so if the rock is heavily weathered and lumpy, drilling with a rock drilling rod will cause the hole to collapse. Therefore, (1) It is difficult to pull out the rock drilling rod after drilling to a predetermined position.
(2) 削岩ロッドが引抜けた場合でも、その孔内に
崩壊した土が詰ってその後の上記孔内へのロックボルト
の挿入が困難となる。(2) Even if the rock drilling rod is pulled out, the hole becomes clogged with collapsed soil, making it difficult to insert a rock bolt into the hole thereafter.
従って、孔内にロックボルトを挿入できるまで再度穿孔
するか、あるいは穿孔位置を替えて削岩ロッドによる穿
孔を再度やり直さなければならない。Therefore, the hole must be re-drilled until the rock bolt can be inserted into the hole, or the hole must be re-drilled with the rock drill rod at a different position.
それ故、作業に手間が掛って作業能率が悪い。Therefore, the work is time-consuming and the work efficiency is low.
点に問題がある。There is a problem with this point.
(問題点を解決するための手段)
そこで、この発明は上記の問題点を解決するために、中
空孔を設けたロックボルト(alの先端部をテーパー(
1)に形成して基部にねじ(2)を設け、その先端テー
パー部(1)に錐先(3)の基部側中心のテーパー嵌合
孔(4)を嵌着して該錐先(3)の先端部には上記テー
パー嵌合孔(4)と連通した排出口(5)を設ける。(Means for Solving the Problems) Therefore, in order to solve the above problems, the present invention aims to taper the tip of a rock bolt (Al) provided with a hollow hole.
1), and a screw (2) is provided at the base, and the tapered fitting hole (4) at the center of the base side of the drill bit (3) is fitted into the tapered tip (1) of the screw (2). ) is provided with a discharge port (5) communicating with the tapered fitting hole (4).
(作用)
ロックポル) (alのねじ(2)を削岩機のアダプタ
に螺着し、その削岩機によって錐先(3)付きロックポ
ル) (alに打撃および回転を与えることにより、該
錐先(3)付きロックボルト(alで穿孔する。(Function) Rockpol) (Screw the Al screw (2) to the adapter of the rock drill, and use the rock drill to lock the drill bit with the tip (3)) (By applying impact and rotation to the Al, the drill tip (3) Lock bolt with (drill with Al).
而して、所定の位置までの穿孔が終了した後は、削岩機
をロックポル) (alから取外し、その後、グラウト
剤をロックポル) (al内の中空孔に通し錐先(3)
の排出口(5)から孔内に注入してそのグラウト剤によ
り錐先(3)付きロックボルト(a)を孔内に固定する
。After completing the drilling to the specified position, remove the rock drill from the al.
The grouting agent is injected into the hole from the outlet (5), and the rock bolt (a) with the pointed tip (3) is fixed in the hole by the grouting agent.
(実施例)
図面に示すこの発明の一実施態様についてその構造を説
明すれば、(alはロックボルトで、中空孔を設けた三
本の異形鉄筋を連結して構成する。(6)はロックボル
ト(alの先端ロックボルトで、中空孔(7)を設けた
異形鉄筋の先端部をテーパー(1)に形成し、基部には
台形ねじ(8)を設けて成る。(Example) To explain the structure of one embodiment of the present invention shown in the drawings, (al is a rock bolt, which is constructed by connecting three deformed reinforcing bars with hollow holes. (6) is a lock bolt. The bolt (Al tip lock bolt) is made of a deformed reinforcing bar with a hollow hole (7), the tip of which is tapered (1), and the base is provided with a trapezoidal screw (8).
(9)はロックポル) (alの中間ロックボルトで、
中空孔α1を設けた異形鉄筋の両端部に台形ねじαυ、
α2をそれぞれ設けて成る。C13はロックボルト(a
)の基部ロックボルトで、中空孔(14)を設けた異形
鉄筋の両端部に長短の台形ねじ(2)、α9をそれぞれ
設けて成る。(9) is a lock bolt) (al middle lock bolt,
Trapezoidal screws αυ at both ends of the deformed reinforcing bar with hollow hole α1,
α2 is provided respectively. C13 is a lock bolt (a
) base lock bolt, which is made of a deformed reinforcing bar with a hollow hole (14) and long and short trapezoidal screws (2), α9, respectively, at both ends.
(3)は錐先で、先端に刃αeを取付け、その錐先(3
)の基部側にテーパー嵌合孔(4)を設け、先端部には
基端がテーパー嵌合孔(4)に連通して先端が錐先(3
)の先端凹所αη内に臨む二個の排出口(5)を互いに
反対方向へ向けて穿つ。賭はねじ孔を設けたカプラーで
ある。而して、先端ロックボルト(6)、中間ロックボ
ルト(9)、基部ロックボルトαりをカプラー帖、α段
によりそれぞれ互いに連結してロックボルト(alを形
成し、その先端ロックボルト(6)に錐先(3)を嵌着
して自穿孔型ロックボルトを構成する。(3) is a drill bit with a blade αe attached to the tip.
) is provided with a tapered fitting hole (4) on the base side, and the proximal end communicates with the tapered fitting hole (4) and the tip has a conical tip (3).
) are bored with two outlet ports (5) facing into the tip recess αη facing in opposite directions. The bet is a coupler with a screw hole. Then, the tip lock bolt (6), the intermediate lock bolt (9), and the base lock bolt (alpha) are connected to each other by the coupler plate and the alpha step to form a lock bolt (al), and the tip lock bolt (6) A self-drilling lock bolt is constructed by fitting the drill point (3) into the hole.
(blは削岩機の中空孔(19を設けたシャンクアダプ
タで、先端面中心にねじ孔■を設げると共に該ねじ孔翰
の奥部にねじの逃げ凹所(211を形成し、先端部の外
周面には工具係合部器を設け、中間部に鍔のを形成して
それより基部側を六角柱状Q心になす。(bl is a shank adapter with a hollow hole (19) for a rock drill. A screw hole (■) is provided in the center of the tip surface, and a screw escape recess (211) is formed in the deep part of the screw hole shank. A tool engaging part is provided on the outer peripheral surface of the part, a collar is formed in the middle part, and the base side of the collar is formed into a hexagonal columnar Q center.
■はグラウトプラグで、その中心に中心孔■を、上部に
排気管挿通孔−をそれぞれ設ける。(2) is a grout plug, with a center hole (2) in the center and an exhaust pipe insertion hole (2) in the upper part.
■は座金で、その中心孔器の上方には縦長孔ωを連設す
る。l31)は排気管、C33はナツトである。■ is a washer, and a vertically long hole ω is connected above the center hole. l31) is an exhaust pipe, and C33 is a nut.
ωは硬い岩盤、(至)は岩盤ωの表面側の比較約款かい
岩盤、(ハ)は岩盤■、(至)にわたして錐先(3)付
キロツクポル) (a)で穿った孔、田は孔田内に充填
するグラウト剤で、セメントと水、添加剤等を混練して
作製する。ω is a hard bedrock, (to) is a bedrock on the surface side of the bedrock ω, (c) is a bedrock ■, (to) is the hole drilled in (a) with a drill tip (3) is a grouting agent that is filled into the hole, and is made by mixing cement, water, additives, etc.
次にその作用を説明する。Next, its effect will be explained.
(1) 先ず、第10図に示すように、先端゛ロック
ボルト(6)のテーパー部(1)に錐先(3)のテーパ
ー嵌合孔(4)を嵌着した後、該先端ロックボルト(6
)のねじ(8)に削岩機のアダプタ(blのねじ孔■を
螺着する。(1) First, as shown in Fig. 10, after fitting the tapered fitting hole (4) of the tip (3) into the tapered part (1) of the tip lock bolt (6), (6
) Screw the jackhammer adapter (bl screw hole ①) into the screw (8) of the rock drill.
そこで、岩盤[有]、田が乾燥しているところでは、空
気を削岩機よりアダプタ(blの中空孔■内を通し先端
ロックボルト(6)の中空孔(力内に吹込んで排出口(
5)から噴出し、−方、岩盤[有]、器が練性のところ
では、水を上記と同様に先端ロックボルト(6)の中空
孔(力内に供給して排出口(5)から噴出させる。Therefore, in areas where the bedrock and rice fields are dry, air is blown from the rock drill through the hollow hole of the adapter (BL) and into the hollow hole of the tip rock bolt (6).
5) On the other hand, in the place where the bedrock is wet, water is supplied into the hollow hole of the tip rock bolt (6) in the same way as above, and the water is ejected from the outlet (5). Make it squirt.
その後、錐先(3)を岩盤例の表面の所要箇所に押付け
て削岩機の運転を開始すれば、その削岩機のアダプタ(
blにより錐先(3)付き先端ロックボルト(6)に打
撃および回転を与えてその錐先(3)付き先端ロックボ
ルト(6)により穿孔する。After that, press the tip (3) against the desired location on the surface of the rock sample and start operating the rock drill.
A blow and rotation are applied to the tip lock bolt (6) with a cone point (3) by the bl, and the tip lock bolt (6) with a cone tip (3) makes a hole.
(Ill 而して、その先端ロックボルト(6)が岩
盤@、田内に入り込んだとき、削岩機のアダプタ(bl
を先端ロックボルト(6)のねじ(8)から取外す。(Ill) When the tip of the rock bolt (6) entered the bedrock @ Tauchi, the jackhammer adapter (bl)
from the screw (8) of the tip lock bolt (6).
次いで、第2図に示すように先端ロックボルト(6)の
ねじ(8)にカプラーα稀の一側半部を螺着し、該カプ
ラーα&の他側半部に中間ロックボルト(9)のねじ(
13を螺着してそれらのロックボルト(6)、(9)を
カプラーαQにより連結する。Next, as shown in Figure 2, screw one half of the coupler α into the screw (8) of the tip lock bolt (6), and attach the intermediate lock bolt (9) to the other half of the coupler α. screw(
13 and connect the lock bolts (6) and (9) with coupler αQ.
その後は、上記(I+と同様に操作し、中間のロックボ
ルト(9)のねじ(1υに削岩機のアダプタ(blを螺
着して削岩機の運転を開始すると、錐先(3)付キロツ
クボルト(6)、(9)により穿孔する。After that, operate in the same way as above (I+), screw the rock drill adapter (BL) onto the screw (1υ) of the middle rock bolt (9), and start operating the rock drill. Drill the holes using the attached lock bolts (6) and (9).
皿 そのロックボルト(6)、(9)が岩盤(ロ)、ω
内に入り込んだ後は、上記(IIIと同様に操作し、削
岩機のアダプタ(blを中間ロックボルト(9)のねじ
αυから取外した後、該中間ロックボルト(9)と基部
ロックボルトα国のねじ(11)、αつにカプラーUの
両側半部をそれぞれ螺着しそれらのロックボルト(9)
、(1′5をカプラー(18により連結して錐先(3)
付きロックポル) [al、すなわち、自穿孔型ロック
ボルトを構成する。次いで、そのロックボルト(alの
ねじ(2)にアダプタ(blを螺着して削岩機の運転を
開始すれば、錐先(3)付きロックボルト(alにより
穿孔する。Plate The rock bolts (6) and (9) are bedrock (b), ω
Once inside, operate in the same manner as described above (III), remove the rock drill adapter (bl) from the screw αυ of the intermediate rock bolt (9), and then connect the intermediate rock bolt (9) and the base rock bolt α. Screw both halves of coupler U onto the national screws (11) and the lock bolts (9).
, (1'5 are connected by coupler (18) and the tip (3)
[Al, that is, constitutes a self-drilling lock bolt. Next, when the adapter (BL) is screwed onto the screw (2) of the rock bolt (AL) and the operation of the rock drill is started, a hole is drilled using the rock bolt (AL) with the tip (3).
■ 而して、第1図に示すように、錐先(3)付きロッ
クポル) (alによって所定の位置までの孔(ト)を
穿った後は、アダプタ(blをロックボルト(alのね
じ(2)から取外し、次いで、ロックボルト(a)のね
じ(2)には、挿通孔罰に排気管C31)を挿通したグ
ラウトプラグ■の中心孔COを嵌合してそのグラウトプ
ラグ器を孔(至)の開口端部に圧入嵌着する。■ As shown in Figure 1, after drilling the hole (G) to the specified position with the lock bolt (al) with the drilled tip (3), attach the adapter (bl) to the lock bolt (the screw of the al) ( 2), then fit the center hole CO of the grout plug (2) into which the exhaust pipe C31) has been inserted through the insertion hole into the screw (2) of the lock bolt (a), and insert the grout plug into the hole (2). Press-fit into the open end of (to).
そこで、グラウト開缶を基部ロックボルトα湧の中空孔
(14)内にその基端開口より供給し、ロックボルト(
alの中空孔(14)、(Irj、(力内に通して錐先
(3)の排出口(5)から孔(ト)内に注入する。Therefore, the open grout can is supplied into the hollow hole (14) of the base rock bolt α from its base end opening, and the rock bolt (
It is passed through the hollow hole (14) of al, (Irj, (force) and injected into the hole (g) from the outlet (5) of the drill tip (3).
そして、排気管Gllからグラウト剤■が流出するよう
になれば、グラウト剤■は孔(至)内に充満したことに
なるので、グラウト剤■の注入作業を停止する。Then, when the grouting agent (2) starts to flow out from the exhaust pipe Gll, it means that the hole (to) is filled with the grouting agent (2), so the injection operation of the grouting agent (2) is stopped.
而して、孔田内のグラウト剤ωは、孔四の壁面および錐
先(3)付きロックポル) (alの外周面に接着して
硬化し、その錐先(3)付きロックボルト(atはグラ
ウト開田を介して硬い岩盤田に堅固に一体に固定する。Therefore, the grouting agent ω in the hole hardens by adhering to the outer circumferential surface of the hole 4 wall and the rock bolt with the tip (3) (at is the grout). Firmly and integrally fixed to the hard rock field through the open field.
従って、その後、座金□□□の中心孔のを錐先(3)
付キロツクボルト(alのねじ(2)に、縦長孔ωを排
気管C311にそれぞれ嵌合して該座金Q8)を岩盤廻
の端面に当てた後、ナツト(32をねじ(2)に螺合し
て強く締付けると、岩盤(2)が座金■、ナツト■、ロ
ックボルト(alおよびグラウト開田を介して硬い岩盤
(至)に締結される。Therefore, after that, insert the center hole of the washer □□□ into the drill tip (3).
After fitting the lock bolt (Al screw (2) and the vertical hole ω to the exhaust pipe C311 and applying the washer Q8) to the end face of the rock machining, screw the nut (32 to the screw (2)). When firmly tightened, the rock (2) is fastened to the hard rock (2) via the washer (2), nut (2), rock bolt (al) and grout opening.
なお、ロックポル) (alは、上記の三本の異形鉄筋
を連結したのに代え任意本数の異形鉄筋を連結し、ある
いは−本の単体に形成し、これに錐先(3)を嵌着して
自穿孔屋ロックボルトを構成しても、上記と同様に作用
する。In addition, rockpol) (al is instead of connecting the three deformed reinforcing bars mentioned above, connect any number of deformed reinforcing bars, or form it into a single piece, and fit the drill point (3) to it. Even if the self-drilling lock bolt is constructed using the same method, it will work in the same way as above.
(発明の効果)
この発明の自穿孔屋ロックボルトは、下記のような顕著
な効果を有する。(Effects of the Invention) The self-drilling rock bolt of the present invention has the following remarkable effects.
(1) ロックボルトの先端に錐先を嵌着し、その錐
先付きロックボルト自体を削岩機に取付げ削岩ロッドと
してこれにより穿孔し、所定の位置までの穿孔が終了し
た後、そのロックポル、トを引抜かずにそのまま穿孔内
にグラウト剤を注入しロックアンカーとして使用し、ロ
ックボルトが削岩ロッドとロックアンカーの両方に使用
されるから、従来の工法における削岩ロッドの引抜き、
孔のあけ直し等の作業が無くなり、それらの手間と時間
を節減し得て作業能率を向上する。(1) Fit the tip of a rock bolt onto the tip of the rock bolt, attach the rock bolt with the tip to a rock drill, and use it as a rock drilling rod to drill holes.After drilling to the specified position is completed, Rock bolts are used as rock anchors by injecting grout into the borehole without being pulled out, and rock bolts are used for both rock drilling rods and rock anchors, so the rock bolts can be pulled out using conventional methods.
Work such as re-drilling holes is eliminated, reducing the effort and time involved and improving work efficiency.
(2) ロックボルトを数個に分割し、それらを連結
して構成するようになせば、その短かいロックボルトな
頭次連結しながら該ロックボルトによる穿孔を継続して
非常に狭い場所でも施工することができる。(2) By dividing the rock bolt into several pieces and connecting them together, you can continue drilling with the rock bolt while connecting the heads of the short rock bolts, allowing construction even in very narrow spaces. can do.
(3) ロックボルトの先端部をテーパーに形成し、
これに錐先のテーパー嵌合孔を嵌着して錐先な取付ける
から、ロックボルトと錐先の中心が正確に−致し、錐先
の直進性が良好で円滑な穿孔を行って作業性が良くなる
。(3) Form the tip of the lock bolt into a taper,
Since the taper fitting hole of the drill tip is fitted into this and the drill tip is installed with a tapered tip, the center of the lock bolt and the drill tip are accurately aligned, and the drill tip has good straightness, making smooth drilling and improving work efficiency. Get better.
(4)グラウト剤はロックボルトの中空孔内に通してそ
の錐先の排出口より穿孔内に注入するから、穿孔内への
グラウトの注入がその孔の奥部から開口端部まで完全に
行われる。(4) Since the grout is passed through the hollow hole of the rock bolt and injected into the hole from the discharge port at the tip of the rock bolt, the grout can be completely injected into the hole from the back of the hole to the opening end. be exposed.
第1図はこの発明の一実施例に係る自穿孔型ロックボル
トによって岩盤を締結した状態の縦断側面図、第2図は
同上岩盤の締結具の拡大側断面図で、中間部を切欠して
示す。第3図はその先端ロックボルトの中間部を切欠し
た側面図、第4図は中間ロックボルトの中間部を切欠し
た側面図、第5図は基部ロックボルトの中間部を切欠し
た側面図、第6図は同上先端ロックボルトのねじの拡大
側断面図、第7図は錐先の側面図、第8図は正面図、第
9図は平面図、第10図は上記の錐先付き先端ロックボ
ルトを削岩機のシャンクアダプタに取付けた状態の側断
面図で、中間部を切欠して示す。第11図はそのシャン
クアダプタの側面図、第12図は正面図、第13図は平
面図である。
(al・・・ロックボルト、(bl・−・アダプタ、(
1)・・・先端テーパー部、(2)・・・ねじ、(3)
・・・錐先、(4)・・・テーパー嵌合孔、(5)・・
・排出口、(力、α0、α4・−・中空孔、■・−・ね
じ孔、
特許 出願人 (044)岡部株式会社、+6図Fig. 1 is a vertical sectional side view of rock fastened with a self-drilling rock bolt according to an embodiment of the present invention, and Fig. 2 is an enlarged side sectional view of the same rock fastener, with the middle part cut away. show. Figure 3 is a side view with the middle part of the tip lock bolt cut away, Figure 4 is a side view with the middle part of the intermediate lock bolt cut away, and Figure 5 is a side view with the middle part of the base lock bolt cut away. Figure 6 is an enlarged side sectional view of the screw of the above tip lock bolt, Figure 7 is a side view of the tip, Figure 8 is a front view, Figure 9 is a plan view, and Figure 10 is the tip lock with the tip of the tip. It is a side sectional view of the bolt attached to the shank adapter of the rock drill, with the middle part cut away. FIG. 11 is a side view of the shank adapter, FIG. 12 is a front view, and FIG. 13 is a plan view. (al...lock bolt, (bl...adapter, (
1)...Tapered tip, (2)...Screw, (3)
... Drill tip, (4) ... Tapered fitting hole, (5) ...
・Exhaust port, (force, α0, α4・−・Hollow hole, ■・−・Screw hole, Patent applicant (044) Okabe Co., Ltd., Figure +6
Claims (1)
して基部には削岩機のアダプタのねじ孔に着脱可能に螺
合するねじを設け、その先端テーパー部に錐先の基部側
中心のテーパー嵌合孔を嵌着し、該錐先の先端部には上
記テーパー嵌合孔と連通する排出口を設けたことを特徴
とする自穿孔型ロックボルトThe tip of the rock bolt with a hollow hole is tapered, and the base is equipped with a screw that is removably screwed into the screw hole of the rock drill adapter. A self-drilling lock bolt fitted with a tapered fitting hole, and having a discharge port communicating with the tapered fitting hole at the tip of the conical tip.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15078086A JPS637500A (en) | 1986-06-26 | 1986-06-26 | Self-drilling type lock bolt |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15078086A JPS637500A (en) | 1986-06-26 | 1986-06-26 | Self-drilling type lock bolt |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPS637500A true JPS637500A (en) | 1988-01-13 |
Family
ID=15504269
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP15078086A Pending JPS637500A (en) | 1986-06-26 | 1986-06-26 | Self-drilling type lock bolt |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS637500A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH04119900U (en) * | 1991-04-10 | 1992-10-27 | 岡部株式会社 | Driving type lock bolt |
| JP2002004275A (en) * | 2000-06-26 | 2002-01-09 | Okabe Co Ltd | Execution method of anchor for withstanding horizontal force and anchor for withstanding horizontal force |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5457402A (en) * | 1977-10-17 | 1979-05-09 | Okabe Kk | Bit for selffboring rock bolt |
-
1986
- 1986-06-26 JP JP15078086A patent/JPS637500A/en active Pending
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5457402A (en) * | 1977-10-17 | 1979-05-09 | Okabe Kk | Bit for selffboring rock bolt |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH04119900U (en) * | 1991-04-10 | 1992-10-27 | 岡部株式会社 | Driving type lock bolt |
| JP2002004275A (en) * | 2000-06-26 | 2002-01-09 | Okabe Co Ltd | Execution method of anchor for withstanding horizontal force and anchor for withstanding horizontal force |
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