JPH06287948A - Installing method of lock bolt - Google Patents

Installing method of lock bolt

Info

Publication number
JPH06287948A
JPH06287948A JP9650693A JP9650693A JPH06287948A JP H06287948 A JPH06287948 A JP H06287948A JP 9650693 A JP9650693 A JP 9650693A JP 9650693 A JP9650693 A JP 9650693A JP H06287948 A JPH06287948 A JP H06287948A
Authority
JP
Japan
Prior art keywords
casing
bolt
lock bolt
drilling
hollow 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
Application number
JP9650693A
Other languages
Japanese (ja)
Inventor
Sumio Nakano
澄男 中野
Susumu Nishida
進 西田
Shigeo Kokubu
茂夫 国分
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Taisei Corp
Original Assignee
Taisei Corp
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Taisei Corp filed Critical Taisei Corp
Priority to JP9650693A priority Critical patent/JPH06287948A/en
Publication of JPH06287948A publication Critical patent/JPH06287948A/en
Pending legal-status Critical Current

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  • Piles And Underground Anchors (AREA)

Abstract

PURPOSE:To prevent draw-out of a lock bolt together with a casing by slidably fitting a hollow bolt in the casing of an automatic boring type drilling tool provided with bits on the extreme end, and drawing out the casing only while pouring consolidating material through the shaft passage of the bolt after drilling. CONSTITUTION:An automatic boring type drilling tool to drill by being given with rotation and a shock is constituted by slidably fitting a hollow bolt 2 having a bit 1 on the extreme end into a casing 4 having bits 3 on the extreme end. A seal material 32 is mounted on the contact face between the hollow bolt 2 and the casing 4. Next, fluid for drilling such as water or air is fed through the shaft passage 21 of the bolt 2 for drilling. After drilling, the the base end of the hollow bolt 2 is held down, the casing 4 only is drawn out while pouring consolidating material such as mortar through the shaft tunnel 21, and the hollow bolt 2 is fixed in the hole. Hereby, draw-out of the lock bolt together with the casing can be prevented.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は崩壊性地盤に適したロッ
クボルトの設置方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for installing a rock bolt suitable for collapsible ground.

【0002】[0002]

【従来の技術】崩壊し易い地盤にロックボルトを設置す
る方法として、先端にインナービットを装着したロック
ボルトと、ロックボルトに外装され、先端にアウタビッ
トを有するケーシングとにより構成される削孔装置を使
用し、両ビットに回転と打撃を与えて削孔した後、ロッ
クボルトとケーシングの周面間を通じてモルタル等の固
結材を注入しながらケーシングを抜き取り、ロックボル
トを孔内に定着する方法が知られている。
2. Description of the Related Art As a method of installing a rock bolt on a ground that is likely to collapse, a drilling device comprising a lock bolt having an inner bit mounted on its tip and a casing having an outer bit on the tip, which is exterior to the lock bolt, is provided. After making a hole by rotating and striking both bits, the casing is pulled out while pouring mortar or other solidifying material between the lock bolt and the peripheral surface of the casing, and the lock bolt is fixed in the hole. Are known.

【0003】[0003]

【発明が解決しようとする問題点】前記した従来のロッ
クボルトの設置技術には次のような問題点がある。
The above-mentioned conventional lock bolt installation technique has the following problems.

【0004】<イ> ロックボルトとケーシングの周面
間に介在する固結材が付着性を有するため、ケーシング
を抜き取る際にロックボルトが共抜けし易い。ロックボ
ルトの設置位置が後退すると、耐力の低下は避けられな
い。
<A> Since the solidifying material interposed between the lock bolt and the peripheral surface of the casing has adhesiveness, the lock bolt is likely to come out together when the casing is pulled out. If the installation position of the lock bolt is retracted, the proof stress is unavoidable.

【0005】<ロ> ロックボルトから抜き取ったケー
シングは内部に固結材が充満している。 ケーシング内
に残った固結材はロス分となるから不経済であり、しか
も次期削孔作業のためケーシング内を掃除する必要があ
る。
<B> The casing extracted from the lock bolt is filled with a solidifying material inside. The solidified material remaining in the casing is uneconomical because it is lost, and it is necessary to clean the inside of the casing for the next drilling work.

【0006】[0006]

【本発明の目的】本発明は以上の問題点を解決するため
になされたもので、その目的とするところは、ロックボ
ルトの共抜けを防止でき、ロックボルトに設計耐力を付
与できる、ロックボルトの設置方法を提供することにあ
る。
SUMMARY OF THE INVENTION The present invention has been made in order to solve the above problems, and an object of the present invention is to prevent the lock bolt from coming off together and to impart design strength to the lock bolt. It is to provide the installation method.

【0007】[0007]

【問題点を解決するための手段】本発明は、先端にビッ
トを有するケーシングと、前記ケーシングに内挿され、
先端にビットを有すると共に軸芯に軸路を有するロック
ボルトを使用し、ケーシングとロックボルトに回転と打
撃を与えて削孔し、ロックボルトの軸路を通じて孔内に
固結材を充填しながらケーシングのみを抜き取り、孔内
に中空ボルトを残置させることを特徴とする、ロックボ
ルトの設置方法である。
According to the present invention, there is provided a casing having a bit at its tip, and a casing inserted in the casing.
While using a lock bolt that has a bit at the tip and an axial path in the shaft core, while rotating and striking the casing and the lock bolt to make a hole, while filling the hole with the solid material through the axial path of the lock bolt. This is a method for installing a lock bolt, characterized in that only the casing is pulled out and the hollow bolt is left in the hole.

【0008】[0008]

【実施例1】以下図面を参照しながら本発明の実施例に
ついて説明する。
Embodiment 1 An embodiment of the present invention will be described below with reference to the drawings.

【0009】<イ>削孔具 図1に回転と打撃を与えて削孔する自穿孔式削孔具の一
例を示す。削孔具は先端にインナービット1を有する中
空ボルト2を、先端にアウタービット3を有するケーシ
ング4とにより構成される。
<A> Drilling tool FIG. 1 shows an example of a self-piercing drilling tool for drilling by rotating and hitting. The drilling tool comprises a hollow bolt 2 having an inner bit 1 at its tip and a casing 4 having an outer bit 3 at its tip.

【0010】<ロ>中空ボルト ロックボルトである中空ボルト2はその先端に板状のイ
ンナービット1を固着している。インナービット1の板
厚は中空ボルト2の軸路21の内径より薄肉で、中空ボ
ルト2先端に吐出口22を形成している。中空ボルト2
への回転力と打撃力の付与手段としては、インナービッ
ト1とケーシング4を介して付与したり、或いはケーシ
ング4から独立して付与するようにしてもよい。
<B> Hollow Bolt The hollow bolt 2, which is a lock bolt, has a plate-shaped inner bit 1 fixed to the tip thereof. The plate thickness of the inner bit 1 is thinner than the inner diameter of the shaft passage 21 of the hollow bolt 2, and the discharge port 22 is formed at the tip of the hollow bolt 2. Hollow bolt 2
The rotating force and the striking force may be applied through the inner bit 1 and the casing 4 or may be applied independently of the casing 4.

【0011】<ハ>ケーシング ケーシング4の先端に設けられたアウタービット3は、
先端から基端へ向けてスリット31が開設されている。
このスリット31は前記インナービット1を収容するた
めのもので、その開設幅や深さはインナービット1の寸
法とほぼ等しく設定されている。またケーシング4の先
端部の内周面には、インナービット1の外周面と当接す
るシール材32が装着されている。
<C> Casing The outer bit 3 provided at the tip of the casing 4 is
A slit 31 is opened from the tip to the base.
The slit 31 is for accommodating the inner bit 1, and its opening width and depth are set to be substantially equal to the size of the inner bit 1. Further, a sealing material 32 that is in contact with the outer peripheral surface of the inner bit 1 is attached to the inner peripheral surface of the tip end portion of the casing 4.

【0012】[0012]

【作用】つぎにロックボルトの設置方法について説明す
る。
Next, a method of installing the lock bolt will be described.

【0013】<イ>削孔(図1) 中空ボルト2及びケーシング4の基端に回転力と打撃力
を加えて削孔する。削孔する際、中空ボルト2の軸路2
1を通じて削孔用の流体(水やエア)を供給する。
<A> Drilling (FIG. 1) Drilling is performed by applying a rotating force and a striking force to the base ends of the hollow bolt 2 and the casing 4. When drilling holes, the shaft 2 of the hollow bolt 2
A fluid for drilling (water or air) is supplied through 1.

【0014】 <ロ>ケーシングの抜き取り・固結材の充填(図2) 削孔完了後、中空ボルト2の基端からモルタル等の固結
材5を注入しながらケーシング4のみを後退させる。こ
の際、中空ボルト2の基端を押さえてケーシング4との
共抜けを阻止してケーシング4を抜き取る。固結材5は
中空ボルト2の軸路21を経由して吐出口22から孔内
に吐出される。ケーシング4先端部のシール材32は中
空ボルト2の外周面を摺接しながらケーシング4内に固
結材5が浸入するのを阻止する。このように孔内に固結
材5を充填しながらケーシング4のみを抜き取り、抜き
取ったケーシング4は洗浄することなく次期作業に使用
する。孔内に残置させた中空ボルト2は公知の方法で緊
張して定着する。
<B> Extraction of Casing and Filling of Consolidation Material (FIG. 2) After completion of drilling, only the casing 4 is retracted while pouring the consolidation material 5 such as mortar from the base end of the hollow bolt 2. At this time, the base end of the hollow bolt 2 is pressed to prevent the hollow bolt 2 from coming off together with the casing 4, and the casing 4 is pulled out. The solidified material 5 is discharged into the hole from the discharge port 22 via the shaft passage 21 of the hollow bolt 2. The sealing material 32 at the tip of the casing 4 prevents the solidifying material 5 from entering the casing 4 while slidingly contacting the outer peripheral surface of the hollow bolt 2. In this way, only the casing 4 is extracted while filling the binder 5 in the hole, and the extracted casing 4 is used for the next work without cleaning. The hollow bolt 2 left in the hole is tensioned and fixed by a known method.

【0015】[0015]

【発明の効果】本発明は以上説明したようになるから次
のような効果を得ることができる。
Since the present invention is as described above, the following effects can be obtained.

【0016】<イ> 固結材は中空のロックボルトの軸
路を通じて孔内に充填する。そのため、抜き取ったケー
シングの清掃作業が不要となり、しかも固結材のロスを
回避できる
<A> The solidifying material is filled in the hole through the shaft of the hollow lock bolt. Therefore, it is not necessary to clean the removed casing, and the loss of the solidifying material can be avoided.

【0017】<ロ> ケーシングとロックボルトの周面
間に固結材が介在せず、しかもロックボルトの基端を押
さえながらケーシングを抜き取るため、ケーシングを抜
き取る際にロックボルトの共抜けを防止できる。
<B> Since the casing is pulled out while there is no solidifying material between the casing and the peripheral surface of the lock bolt and the base end of the lock bolt is pressed, it is possible to prevent the lock bolt from coming off together when the casing is pulled out. .

【0018】<ハ> 施工手順が簡単で効率良く施工で
きる。
<C> The construction procedure is simple and efficient construction is possible.

【0019】<ニ> 崩壊性地盤において、確実にロッ
クボルトを設置できると共に、固結材をロックボルトの
全長に亘って密に充填できるため高い定着効果が得ら
れ、崩壊性地盤を効率良く補強できる。
<D> In the collapsible ground, the rock bolt can be reliably installed, and since the solidifying material can be densely filled over the entire length of the rock bolt, a high fixing effect can be obtained and the collapsible ground can be efficiently reinforced. it can.

【図面の簡単な説明】[Brief description of drawings]

【図1】 削孔時における削孔具の説明図FIG. 1 is an explanatory view of a drilling tool at the time of drilling

【図2】 ケーシングの抜き取り時の説明図FIG. 2 is an explanatory diagram when the casing is removed.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 先端にビットを有するケーシングと、
前記ケーシングに内挿され、先端にビットを有すると共
に軸芯に軸路を有するロックボルトを使用し、 ケーシ
ングとロックボルトに回転と打撃を与えて削孔し、 ロックボルトの軸路を通じて孔内に固結材を充填しなが
らケーシングのみを抜き取り、 孔内に中空ボルトを残置させることを特徴とする、 ロックボルトの設置方法。
1. A casing having a bit at its tip,
Use a lock bolt that is inserted in the casing and has a bit at the tip and an axial path in the shaft core.Rotate and hit the casing and the lock bolt to drill a hole, and then through the axial path of the lock bolt A method for installing a lock bolt, characterized in that only the casing is pulled out while filling the solidifying material, and the hollow bolt is left in the hole.
JP9650693A 1993-04-01 1993-04-01 Installing method of lock bolt Pending JPH06287948A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9650693A JPH06287948A (en) 1993-04-01 1993-04-01 Installing method of lock bolt

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9650693A JPH06287948A (en) 1993-04-01 1993-04-01 Installing method of lock bolt

Publications (1)

Publication Number Publication Date
JPH06287948A true JPH06287948A (en) 1994-10-11

Family

ID=14167010

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9650693A Pending JPH06287948A (en) 1993-04-01 1993-04-01 Installing method of lock bolt

Country Status (1)

Country Link
JP (1) JPH06287948A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020094362A (en) * 2018-12-11 2020-06-18 株式会社ケー・エフ・シー Self-drilling rock bolt and construction method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020094362A (en) * 2018-12-11 2020-06-18 株式会社ケー・エフ・シー Self-drilling rock bolt and construction method thereof

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